BID DOCUMENT FOR

CIVIL & INFRASTRUCTURE WORK

FOR
PROPOSED MANUFACTURING FACILITY

AT
PLOT SURVEY NO. 65, NEAR VILLAGE DOKWA,
Ta. SHAHERA, DT. PANCHMAHAL, GUJARAT

JANUARY 2018

BID PART 2 OF 2

OWNER

NIRMAL SEEDS PVT. LTD.

PO BOX NO. 63, BHADGAON ROAD, PACHORA - 424201
DIST. JALGAON, MAHARASHTRA

CONSULTANT

S3M DESIGN CONSULTANTS LLP

B-801, WESTGATE, NR. YMCA CLUB, S G HIGHWAY, AHMEDABAD -3800015
P: 079 6611 8122 / 23, W: www.s3mconsultants.com
INDEX – PART- 2 OF 2

The Bid Documents for Architectural, Civil & Infrastructure works of Proposed Manufacturing Facility
at Dokwa, Panchmahal, Gujarat.

SECTION VIII : TECHNICAL SPECIFICATION OF WORKMANSHIP AND MATERIALS .............................1

1.00 Excavation And Earthwork ........................................................................................................... 1
2.00 Concrete ....................................................................................................................................... 4
3.00 Mortar .......................................................................................................................................... 4
4.00 Brick Masonry .............................................................................................................................. 5
5.00 Plastering ..................................................................................................................................... 6
6.00 Floor And Wall Finishes................................................................................................................ 8
7.00 Doors And Windows .................................................................................................................... 9
8.00 Painting ........................................................................................................................................ 10
9.00 Water Supply ............................................................................................................................... 11
10.00 Sanitary Installation ..................................................................................................................... 12
11.00 Road Work ................................................................................................................................... 13

SECTION IXA : PREFACE TO BILLS OF QUANTITIES: .........................................................................20

EXC : EXCAVATION .............................................................................................................................. 24
CON : CONCRETE .................................................................................................................................... 27
FW : FORMWORK ................................................................................................................................. 31
RF REINFORCEMENT ........................................................................................................................ 33
STL STRUCTURAL STEEL WORK........................................................................................................... 34
WAL WALLS & PARTITIONS .................................................................................................................. 39
WPR WATER PROOFING ....................................................................................................................... 42
FLR : FLOORING .................................................................................................................................... 45
RCF ROOFING, CLADDING & FALSE CEILING ...................................................................................... 51
PL.: WALL FINISHES ............................................................................................................................. 66
WS WATER SUPPLY & SEWAGE COLLECTION .................................................................................... 69
PNT PAINTING ..................................................................................................................................... 79
RD ROADWORK & FENCING ............................................................................................................. 82
MIS MISCELLANEOUS ......................................................................................................................... 88

SECTION – IXB- BILL OF QUANTITY ..................................................................................................90

SECTION - IXC PRICE SCHEDULE: .....................................................................................................90

SECTION – X DAYWORK SCHEDULE: ................................................................................................101

SECTION - XI LIST OF DRAWINGS: ...................................................................................................105

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SECTION VIII : TECHNICAL SPECIFICATION OF WORKMANSHIP AND MATERIALS

CIVIL SPECIFICATIONS

Individual items of Bills of quantities are described in detail in Section IX A of this document. Either in
absence of any requisite specifications or for additional clarity related to materials, works, workmanship
and method of measurement, following documents shall be referred unless specified otherwise herein –

1. Latest edition of relevant Indian Standards Specifications (herein after referred as “IS”)

2. Latest edition of Technical Specifications of CPWD for all items except Earthwork & Roads

3. For Earthwork & Roads, MoRTH’s SPECIFICATIONS FOR ROAD AND BRIDGE WORKS, Fifth
Revision.

In the event of contradiction between the above mentioned documents and this Contract document,
the provisions of this Contract document shall prevail.

1.00 Excavation And Earthwork

.01 Nature of Excavation

The Contractor must examine and ascertain for himself as to the nature of the material to be
excavated and price the work accordingly as no allowance will be made beyond the Contract
Sum for any alleged ignorance or consequence of any misunderstanding or incorrect
information or on the grounds of insufficient description or any ignorance, nor shall the
Owner be under any obligation to pay the same.

.02 Site Clearances

The Contractor shall clear the construction areas within the site of all natural obstructions,
rubbish and any other artificial obstructions, which would interfere with construction of
building, roads, paths, and drains. In case The Contractor fails to comply with the requirements
of this clause, the Engineer shall have the right to get the work done at the Cost of The
Contractor. However, the Engineer shall give notice before taking such action.

.03 Over-site Excavations

Excavated material suitable for backfilling around foundations and for making of levels under
roads, floors etc. is to be kept separate from the vegetable soil and shall be used as directed or
spread and leveled as per instruction of the Clerk of Works on the site at the end of excavation
operations, if surplus.

“Suitable material” shall comprise all that which is acceptable in accordance with the Contract
Documents for use in the Works and which is capable of being compacted in the manner
specified to form a stable fill having side slopes as indicated on the Drawings and to the
specified densities.

“Unsuitable material” shall mean material from swamps; marshes or bogs, peat, logs, stumps
and perishable material, material susceptible to spontaneous combustion, clay of liquid limit
exceeding 80 and/or plasticity index exceeding 55 and materials having moisture content

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 greater than the maximum permitted for such materials in the Contract, unless otherwise
permitted by the Clerk of Works.

.04 Excavations

Excavation for foundations and pipe, cable etc. trenches shall be as per drawing to width,
depth, line, level, and gradient as specified.

Use of planking and strutting along foundation lines will not be considered as formwork.

The Contractor, while excavating shall not cause damage or destruction to the existing
underground wire, pipelines, cable, or other Industry or any other Authority.

.05 Excavation below Required Depth.

Should any excavation be made below the levels or lines shown on drawings or otherwise
required by the Site-In Charge, The Contractor must fill up the resultant over- excavation to the
proper levels or lines with Concrete Mix 1:4:8 at his own expenses. Should the Contractor
excavate below foundation level to remove unsuitable material, upon instructions issued in
writing from the Clerk of Works, such over excavation & its filling with concrete 1:4:8 shall be
included in the measurements for payment.

.08 Protection of Pipes, Cables, etc.

The Contractor shall be liable for the cost of repairs to any services damaged as a result of
carrying out the works and shall further be liable for any damage which may be shown during
the period of maintenance, to have arisen through the execution of these works.

.09 Rock

Rock shall mean those geological strata and individual boulders, exceeding 0.5 m3 in size which,
necessitate the use of burning and splitting with wedges or approved pneumatic tools for their
removal. Material removed by ripping shall not be considered as Rock.

.10 Rock fill

Rock fill shall consist of hard material of suitable size for deposition and compaction and may
comprise rock as defined in this sub clause .09, broken stone, hard brick, Concrete or other
comparable hard inert fill.
Note:
(1) No explosives shall be used on the site without the written consent of the Clerk of
Works.

(2) No excavated material shall be removed from the site unless authorized in writing by
the Clerk of Works.
.11 Filling

Filling to make up levels under floors shall be of approved granular material arising from
excavations, which has been separated from other excavated material for its suitability. Filling
shall be carried out as per the provisions of latest edition of MoRTH’s Specifications.

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 Payment for return, fill and supply, fill and ram shall be made on compacted quantity only. No
extra payment will be allowed for subsequent excavation through the filling, replacing and re-
compacting.

.12 SPECIFICATION FOR EARTHFILLING & COMPACTION:-

Material:

Material shall be cohesive in nature and shall comply with the requirements specified in
MoRTH’s specifications (latest edition).

Sampling from Borrow Pit:

Sampling shall be done for each strata of earth with proper demarcation of borrow pit and
minimum three number of samples shall be taken for each borrow pit for each strata of soil
and subsequent testing shall be carried out if borrow pit changes.

Field Testing Criterion:

Each layer of earth shall be compacted for a thickness not more than 300 mm and second
layer shall be started only after field testing of existing layer completed.

Field testing shall be done for percentage compaction achieved in each layer having frequency
of 1 samples in 1000 m2 area. Field testing shall be carried out by Sand Replacement Method
as per procedure mentioned by IS: 2720 – Part XXVIII.

Field Test Results:

Percentage compaction achieved for each layer shall not be less than specified % of proctor
density test results.

Required test for filling material:

• Gradation test based on wet sieve analysis test confirming to IS 2720(part-4)-1985.

• Liquid limit & plastic limit confirming to IS 2720 (part-5)-1985.
• Standard proctor density & optimum moisture content confirming to IS 2720 (part-7)-
1980.
• Deleterious constituents (only in salt infected areas where presence of salt is
suspected confirming to IS 2720 (part-27)-1977.

.13 Earthwork to be kept free of Water.

Earthwork shall be kept free of water coming from any source. This water shall be removed and
discharged into permanent drains. Adequate precaution should be taken for trapping of silt.
Wherever necessary, temporary watercourses should be provided with sufficient gradient and
depth to avoid ponding.

.14 Planking and Strutting

Sides of all excavations must be supported to prevent falls or collapse of the earth face. The
term "planking and strutting" is deemed to include any methods which The Contractor adopts

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 to uphold, protect and maintain the sides of excavations. The Contractor will be responsible for
any consequences of his failure in this respect or any other damage thereof, including clearing
away fallen material and any extra concrete or other works including formwork ordered by the
Site-In- Charge due to such failure.

.15 Hardcore

Hardcore shall consist of broken stone, concrete or other similar materials. It shall be
substantially free from dust, earth, mortar, timber, easily crushable materials and rubbish of
any kind and shall be "all-in" material passing a 150 mm sieve. The proportion of material
passing a 6 mm sieve shall not exceed 10%. The material proposed by the Contractor shall be
approved by the Engineer in writing before being brought to Site.

2.00 Concrete

.01 Any requirement for concrete work under other sections of this specification shall be governed
by the requirements of this section.

Each stage of construction of plain or reinforced concrete work, including the making and
testing of the cubes and the maintenance and calibration of mixing and measuring plant is to be
supervised continuously by competent and responsible members of The Contractor's staff.

The Engineer shall be given ample opportunity to inspect and approve all formwork and
reinforcement before the concrete is poured. Such approval given by the Engineer will not
absolve The Contractor from his responsibility for maintenance of the quality, lines and levels,
dimensional accuracy and strength requirement of the work.

No concrete shall be prepared or placed in position except in presence of the Engineer, unless
he has instructed in writing to carry out the work in his absence.

.02 Except where they are varied by the requirements of these Specifications the requirements of
the following Indian Standard Specifications (herein after referred to as “IS) and / or codes of
Practice shall form part of these Specifications.

IS-456-2000 Indian Standard Code for plain and Reinforced concrete- including all relevant
Codes mentioned in this Code.

IS-3370 Code of Practice for concrete structures for the storage of liquids.

IS-516 Methods of Tests for strength of concrete.

IS-4082 Recommendations on stacking and storage of construction

Material at site.
IS-7861 Code of practice for extreme weather concreting part.1.

3.00 Mortar

.01 General

Mortars for masonry shall be prepared in accordance with I.S. 2250-1965. Cement used for
brick Masonry work shall be ordinary or rapid hardening Portland cement (I.S.269- Latest

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 revision). Lime shall confirm to requirements of I.S.712-1956 Field slaking of lime shall be done
in accordance with I.S. 2116-1968 and shall be free from shale clay, alkali and organic matter.
Water used for masonry mortar shall be clean and free from injurious amount of deleterious
material.

.02 Cement Mortar

a. Cement mortar shall be preferably mixed in Mechanical Mixer. If done by hand mixing,
the operation shall be carried out on a clean watertight platform.

b. Cement and sand shall be mixed dry in required proportion to obtain uniform colour.
The required quantity of water shall then be added and the mortar mixed to produce
workable consistency.

c. In the case of mechanical mixing the mortar shall be mixed for at least 3 minutes after
addition of water.

d. In case of hand mixing the mortar shall be hoed back and forth for 10-15 minutes with
addition of water.

e. The mortar so mixed shall be used within 25 minutes of mixing. The mortar left beyond
a specified period shall be rejected. Waterproofing of mortar shall not be permitted.

f. Re-tempering of Mortar: In case of mortar using cement, the mortar that has stiffened
because of evaporation of water from the mortar may be re-tempered by adding water
as frequently as needed to restore the requirements of consistency but this re-
tempering shall be permitted only within two hours from the time of addition of
cement.

4.00 Brick Masonry

.01 General

All brick work shall confirm to I.S.2212.

.02 Workmanship

a. Every brick shall be thoroughly soaked in clear water (for at least 24 hours before use).
The surface on which the brick work is to be started shall be thoroughly cleaned and
wetted (hacked in case of concrete) and a thin coat of cement slurry shall be applied
over the entire surface. If fresh masonry is to be stretched on old masonry, it shall be
thoroughly cleaned with wire brush and washed to remove all loose deposit, loose set
mortar, mud or dirt.

b. The first course itself shall be made horizontal by providing enough mortar in bed joints
to fill up any undulation in bed course. For laying bricks, layer of mortar shall be spread
on the full width of suitable length of lower course. Each brick shall be pressed into
mortar and shoved in final position so as to embed the brick fully in mortar. Brick shall
be laid with indentation uppermost.

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 c. Brick work 230mm thick and over shall be in English Bond; and 102mm thick (half brick)
work shall be built in Stretcher or Running Bond.

d. Broken brick shall not be used, except as closers. The course shall be truly horizontal
and the work strictly in plumb. Joints shall be broken vertically and the lap not less than
half width of brick. They shall not exceed 12mm in thickness. All joints vertical and
horizontal shall be well filled with mortar. When the mortar is green, the joints in brick
work shall be raked out 12mm deep to afford a good key for plaster.

e. Brick work shall not be raised more than 12 single courses a day. No portion of the
work shall be left more than 90 cm lower than the other. Where masonry of one part is
delayed the brick shall be raked back suitably at angle not exceeding 45 degrees
according to Bond/but not toothed.

f. The brick work shall be carried out with all necessary setbacks, projections, cuttings and
toothings in conformity with the drawings.

h. The brick work shall be cured by watering at least three times a day for 10 days
commencing from 24 hours after the course is laid and the work shall be well protected
with gunny bags or tarpaulin during the rainy season to prevent mortar from being
washed.

i. All uneven, irregular and bad brick work poor in workmanship shall be demolished
when directed by the Engineer and shall be rebuilt by The Contractor at The
Contractor's expenses.

5.00 Plastering

.01 Mortar

Mortar proportions specified on Drawings and / or Bills of Quantities shall be used.

.02 Scaffolding

Scaffolding for carrying out plastering work shall be double scaffolding having two sets of
vertical supports so that the scaffolding is independent of the walls.

.03 Preparation of Surface

All putlog holes in brickwork and junction between concrete and brickwork shall be properly
filled in advance. Joints in brickwork shall be raked about 10 mm and concrete surface hacked
to provide the grip to the plaster. Projecting burrs of mortar formed due to gaps at joints in
shuttering shall be removed.

The surface shall be scrubbed clean with wire brush/coir brush to remove dirt; dust etc. and the
surface thoroughly washed with clean water to remove efflorescence, grease and oil etc. and
shall be kept wet for minimum of six hours before application of plaster.

The Contractor shall prepare test specimens for different types of plaster at his own cost for
approval by the Engineer.

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.04 Application

a. For external plaster, the operation may be started from top and worked downwards.
For internal plaster, plastering may be started wherever the building frame and dado
work are ready and temporary supports on wall and floor are removed. Ceiling plaster
shall be completed before commencement of wall plaster - all wall plaster shall be
started from top and worked downwards.

b. Gauges of plaster 75 x 75mm shall be first applied horizontally and vertically at not
more than 2m intervals over the entire surface to serve as guides for plastering and to
ensure even thickness and a true surface. The surfaces of these gauged areas shall be
truly in plane of the finished plaster surface. In suspending the work the plaster shall be
left cut clean of line both horizontal and vertical. The work shall be closed on body of
wall and not nearer than 15 cm. to any corner of arises. When recommencing, the edge
of the old work shall be scraped or rubbed down with the carborundum stone and
wetted before plaster is applied to adjacent areas.

c. The finished plaster surface shall not show any deviation more than 4mm when
checked with a straight edge of a length placed against the surface. Any cracks which
appear in the surface and all portions which sound hollow when tapped or are found to
be soft or defective shall be cut out in rectangle shape and redone as directed.

d. Curing shall be started 24 hours after finishing the plaster and the plaster shall be well
cured for at least 7 days. No paint, colour wash or white wash shall be applied to
plastered surfaces for at least two months or until the Contractor has satisfied the
Engineer that the walls and plaster are thoroughly dry.

.05 Cement plaster with smooth cement finish

a. Cement and fine sand will be thoroughly mixed dry in 1:4 proportions. Only minimum
water shall then be added and the mortar mixed until homogenous and required
consistency obtained.

b. Only that mortar which can be used in 1/2 hour shall be mixed.

c. It shall be used in two coats and on prepared surface the scratch coat 12 mm thick
applied and leveled with a wooden trowel. This surface shall be cross-stretched
horizontally to provide a mechanical key for final coat. The surface shall be kept
continuously damp for minimum 3 days.

d. The finish coat shall be 6 mm thick. Before application the scratch coat shall be
dampened evenly by spray and the surface rubbed smooth after floating it with a coat
of pure Portland cement.

e. The use of dry cement shall not be permitted. All plaster work shall be cured for a
period of 10 days after the finishing coat.

.06 Cement Plaster with Neeru (Lime Putty) finish

a. The same specification of cement plaster is applicable except that plaster is applied in
single coat to specified thickness and instead of cement slurry, Neeru shall be applied

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 as thin as possible to avoid surface cracking and rubbed over to an even smooth finish.
The plaster shall be kept wet for 10 days and shall receive one coat of white wash
finally.

b. Neeru shall be prepared as follows:

The lime for preparing Neeru shall be from approved sources and shall be slaked lime
powder.

Slaked lime powder shall be added to water in preparation tanks to form slurry. The
slurry shall be sieved through a fine mesh sieve (5 mesh per linear cm) and thorough
slaking for a period not less than twenty days. The surplus water in the slurry shall be
drawn off or allowed to evaporate before use. The slaked lime paste thus formed shall
be used for preparing Neeru.

Neeru shall be prepared by mixing together 10 M3 of slaked lime paste, 0.01 M3 of

Portland Cement, 0.03 CM of fine sieved sand and 4 Kg. of finely chopped jute fiber,
thoroughly mixed with sufficient water to form a paste of the desired consistency.

c. The finishing coat of Neeru prepared as above shall be applied with steel trowels to a
uniform thickness in a thin layer and finished smooth by steel trowelling.

.07 Sand Faced Plaster

a. The external plaster shall be in two coats of an overall thickness of 20 mm.

b. On a prepared surface backing coat of 12mm thickness and in cement mortar (1:4) shall
be applied smooth and even. It shall be combed when wet to give a good bond for the
finishing coat. The backing coat shall be cured for 7 days before applying of the finishing
coat.

c. For finishing coat only sand screened through 3mm mesh shall be used. It shall be 6mm
thick and in cement mortar (1:3) and applied smooth and even.

d. The entire surface should be rubbed with approved sponges to expose sand grains and
cured for 10 days. Curing shall start after 24 hours.

e. All external plaster shall be waterproofed with approved waterproofing compound

added to cement in proportion of 1.5 kg/50 kg of cement as per Manufacturer's
specifications.

6.00 Floor And Wall Finishes

.01 Scope and General Requirement

All flooring, skirting, etc. shall be executed strictly as per relevant IS Specifications and in
workmanlike manner.

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.05 Glazed Tiles, Ceramic Tiles and Marble Tiles in flooring and Dado:

White glazed tiles shall be of specified size and thickness. All specials viz. coves, internal and
external angles corners, beads etc. shall be used wherever directed. Under layer of specified
thickness and mortar of stipulated proportion shall be laid as described in marble mosaic
flooring. Tiles shall be washed clean and set in cement grout and each tile being gently tapped
with a wooden mallet till it is properly bedded and in level with the adjoining tiles. The joints
shall be kept as thin as possible and in straight lines or to suit the required pattern. After the
tiles have been laid, surplus cement grout shall be cleaned off.

The joints shall be cleaned off the grey cement grout with a wire brush or trowel to a depth of
5 mm (3/16") and all dust and loose mortar removed. Joints shall then be flush pointed with
white cement. The floor shall then be kept wet for seven days. After curing, the surface shall
be washed with clean water. The finished floor shall not sound hollow when tapped with a
wooden mallet.

.06 Marbles in flooring and dado

Under laying of specified thickness and mortar of stipulated proportion shall be laid as
described in marble mosaic flooring marble shall be set in cement grout and being gently
tapped with a wooden mallet fill it is properly bedded. The joints shall be kept as thin as
possible and in straight lines or to suit the required pattern. After the marble has been laid,
surplus cement grout shall be cleared off.

The joints shall be cleaned off the grey cement grout with a wire brush or trowel to a depth of
5mm (3/16") and all dust and loose mortar be removed. Joints shall then be flush pointed with
white cement. The floor shall then be kept wet for seven days. After curing, the surface shall
be washed with clean water. The finished floor shall not sound hollow when tapped with a
wooden mallet.

7.00 Doors And Windows

The construction and installation of doorframes, shutters and ironmongery shall follow relevant
Indian Standard Specifications and Codes of Practice. The following IS Specifications and Codes
of Practice shall form part of these specifications.

IS-1003 Specifications for Timber Paneled and Glazed shutters - Part I, Door Shutter.
IS-2202 Specifications for Wooden Flush Door Shutters (Solid Core Type) Part I,
Plywood Face Panels)
IS-2202 -do- Part 2, Particle Board and Hardboard Face Panels
IS-4021 Specifications for Timber Door, Window and Ventilator Frames
IS-1081 Code of Practice for Fixing and Glazing of Metal Doors, Windows and
Ventilators.
IS-1038 Specifications for Steel Doors, Windows and Ventilators
IS-4351 Specifications for Steel Door Frames
IS-419 Specifications for Putty, for Use of Window Frames
IS-420 Specifications for Putty, for Use on Metal Frames.

.01 Installation of Pressed Steel Door Frames

Procedure outlined in Appendix-A, IS-4351 shall be followed.

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.02 Handling and fixing of Metal Doors, windows and Ventilators.

Procedure outlined in various clauses of IS-1081 shall be followed.

.03 Timber door frames and shutters

Procedure outlined for Handling, fixing in position and alignment given in IS 1003' 2202 and
4021 shall be followed.

.04 M.S. Rolling Shutters

M.S. Rolling shutters shall be made out of 18 gauge black lath either mechanically operated
from both inside and outside or manually operated. It shall be fitted with two self-aligning ball
bearing with locking arrangement including G.I. housing, hooks, M.S. Pressed side guides and
bottom rails brackets, door suspension shafts, top rolling springs pressed etc. complete.

The rolling shutter shall be painted with two coats of approved paint over coat of primer.

In case, the fixing of rolling shutters is to be carried out by an agency other than The Contractor,
The Contractor shall provide all facilities to the Erection Contractor.

8.00 Painting

.01 Scope and General Requirement

Wherever scaffolding is necessary, it shall be double scaffolding.

The surface shall be thoroughly brushed free from mortar, droppings and foreign matter. All
steel work shall be cleaned of loose rust, mill scales etc. so as to expose be the original surface.
All broken edges, creaks, loose plaster and wavy surface shall be brought up either by patch
plaster work or by plaster of paris.

.02 Materials

All materials viz. dry distemper, oil bound distemper, oil paint, synthetic enamel paint, cement
primer, red lead and other primers and metallic paints shall be supplied by The Contractor as
per the specification prescribed herein or the standard fixed by the Engineer in writing.

.03 Oil bound Distemper

The surface shall be prepared as specified above. A primer coat of either cement primer or an
approved distemper primer shall be applied. After the primer coat has dried, the surface shall
be lightly sand-papered and dusted to make it smooth to receive distemper.
Distemper shall be prepared as per the directions of the Manufacturer and conforming to shade
approved by the Engineer. It shall be applied in specified coats, taking care to allow for drying
of each coat before subsequent coats are applied.

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.04 Enamel Paint

The surface shall be prepared as specified above and a coat of approved primer shall be
applied. After 24 hours drying, approved or specified quality paint shall be applied evenly and
smoothly. A filler putty coating may be given to give a smooth finish. Each coat shall be allowed
to dry out thoroughly and then lightly rubbed down with sand paper and cleaned of dust before
the next coat is applied. Number of coats shall be as specified in the item and if the finish of the
surface is not uniform, additional coats as required shall be applied to get good and uniform
finish at no extra cost. After completion no hair marks from the brush or clogging of paint
puddles in the corners of panels, angles or mouldings etc. shall be left on the work. The glass
panes, floor etc. shall be cleaned of stains. Thinner if required, shall be of approved brand and
used as per Manufacturer's recommendations.

9.00 Water Supply

.01 Execution of work

The work under this section shall be executed only by a licensed plumber. The Contractor shall
take prior approval of the Engineer while selecting plumbing agencies as per the Article 9 of the
General Contract Condition

.02 Cross connection

There shall be no cross-connection whatsoever between the distribution system for drinking
water supply and any pipe or fitting containing unwholesome water, or water liable to be
contaminated. The provision of non return valves or closed and sealed stop valves shall not be
constructed as a permissible substitute for complete absence of cross-connection.

.03 All pipe work shall be so laid, connected and fixed so as to remain completely water tight,
thereby avoiding wastage, damage to property and the risk of contamination.

.04 To reduce frictional losses, the method of joining shall be such as to avoid internal roughness
and projection at the joints. No bend or curve in piping shall be made when is likely to
materially diminish or alter the cross-section.

.05 Laying of Pipes

The relevant IS Codes of Practice for laying of pipes shall be followed and shall form part of this
specification. The different Codes of Practice are IS-783 Code of Practice for Laying of Concrete
Pipes

IS-783 Code of Practice for Laying of Concrete Pipes

IS-5822 Code of Practice for Laying of Welded Steel pipes

IS-7634 Code of Practice for Laying of Plastic pipes

National Building Code Part IX- Section I - Water Supply.

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.06 Excavation and Refilling

The bottoms of trench excavations shall be so prepared that the barrels of the pipes when laid
are well bedded for their whole length on a firm surface and are true to line and gradient. In
refilling the trenches, the pipes shall be surrounded with fine selected material, well compacted
so as to resist subsequent movement of the pipes.

.07 The pipes shall be carefully cleared of all foreign matter before laying

.08 Cleaning and Disinfection of the Supply System.

The procedure outlined in National Building Code of India Part IX, Section I, Clauses 14 shall be
followed.

10.00 Sanitary Installation

.01 General

a. All pipe and accessories shall be handled in such manner as to insure delivery to the trench in
sound, undamaged condition. Particular care shall be taken not to injure pipe coating. If coating
or lining of any type of pipe or fitting is damaged, repair shall be made prior to installation. No
other pipe or material shall be placed inside of a pipe or fitting after coating has been applied.
Pipe shall be carried into position and not dragged. Rubber gaskets that are not to be installed
immediately shall be stored in a cool, dark place and out of the sun. Installation procedures
shall provide for safe conduct of the work, careful removal and disposition of materials,
protection of property, which is to remain undisturbed, coordination with other work in
progress, and protection of utility services.

b. Where the location of the sewer is not clearly defined by dimensions on the drawings, the
sewer shall not be laid closer horizontally than 10 feet to a water main or service line. Where
sewer lines pass above water lines, the sewer shall be encased in concrete for a distance of 10
feet on each side of the crossing.

c. Where sewer lines pass below water lines, no joint in the sewer line shall be closer than 3 feet
horizontal distance to the water line. Where sewer lines cross power or communication lines, a
minimum separation of 6 inches shall be maintained with a minimum cover of 30 inches above
the power or communication lines.

.03 Pipe laying and jointing

a. Each section of pipe shall be inspected for defects before being lowered into the trench.
Defective, damaged or unsound pipe shall not be used. Trenches shall be kept dry during
bedding and laying operations. Pipe that has the grade, alignment or joint disturbed after laying
shall be taken up and re-laid. If the maximum width of the trench specified is exceeded,
concrete cradling, pipe encasement or other bedding as may be required to support the added
load of the backfill shall be installed. Trenches shall be kept free from water until the joints have
been properly coupled. Pipe shall not be laid when the conditions of the trench or weather are
unsuitable. When work is not in progress, open ends of pipe and fittings shall be securely closed
so that no trench water, earth, or other substances can enter the pipe or fittings.

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b. Joints shall not be covered until approved. Pipe, pipe fittings, or appurtenances found defective
after installation shall be replaced. Pipe shall be laid true to line and grade to form a close
concentric joint with adjoining pipe and to prevent offsets of the flow line. Sections of pipe shall
be so laid and fitted together that when complete, the sewer shall have a smooth and uniform
invert. As the work progresses, the interior of the sewer shall be cleaned of all dirt and super-
fluous materials. Where cleaning after laying is difficult because of small pipe size, a suitable
swab or drag shall be kept in the pipe and pulled forward past each joint immediately after the
jointing has been completed. Pipe cutting where necessary shall be done neatly, without
damage to the pipe. Unless otherwise authorized, cutting shall be done by means of an
approved type of mechanical cutter.

c. Each pipe and fitting shall be carefully inspected before and after installation and those found
defective shall be rejected. Proper facilities shall be provided for lowering sections of pipe into
trenches. Any pipe or fitting that does not allow sufficient space for proper caulking or
installation of joint material shall be replaced by one of the proper dimensions. Open ends of
pipe at the end of each day's work shall be closed temporarily with wood blocks.

.04 Tests

a. Tests of completed piping systems shall be conducted in strict accordance with testing
procedures and requirements of ASTM C828 or AWWA C600, as applicable.

b. Do not backfill piping (more than minimum required to hold in place for testing) prior
to receipt of acceptance from Owner's Representative for results of tests.

c. Conduct repairs and retests when required due to unaccepted test results at no cost
to Owner.

11.00 Road Work

In general, all the Works specified under this Section shall be governed by “Specifications for
Road & Bridge Works”, Fifth Revision – published by Ministry of Shipping, Road Transport &
Highways – Unless noted otherwise.

.01 Earthwork

Earthwork in cutting, filling, embankment, compaction and disposal of surplus earth shall be as
mentioned in specification of "EXCAVATION AND EARTHWORK" here before.

.03 Soling Course

The stones in soling shall be hand packed with greatest length across the road. All interstices
between stones shall be wedged in with smaller stones of suitable size, well driven in, to enable
tight packing and complete filling of interstices. Such filling shall be carried out simultaneously
with the placing in position of soling stone and shall not lag behind. The soling shall then be
thoroughly consolidated with power roller of minimum 8 tone weight, starting at edges and
working towards the center. The roller shall run over the same surface of rolling for at least
eight times till the soling course is well consolidated.

25mm thick or as specified, layer of murrum as directed by the Engineer shall be laid on top of
soling course. This shall be watered and rolled before the wearing course is laid.

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Cement Concrete pavement

1. Proportioning of Concrete

1.1 Proportioning on the basis of strength:

The concrete shall be made of materials accepted for the work and of the proportions
specified by the Engineer. The proportions shall preferably be determined after laboratory
test on materials proposed to be used unless other established data is available and the mix
that will produce a durable concrete of the desired consistency and workability together
with following specified strength shall be adopted.

Where thickness of the pavement is calculated on the basis of flexural stresses in concrete, a
mix that will develop a modulus of rupture on field specimens of not less than the
permissible flexural stress multiplied by the factor of safety assumed in design shall be
adopted with a minimum of 40 kg/cm2 (550 Psi) at 28 days.

2. Forms

2.1 Steel Forms

All side forms shall be of mild steel unless use of wooden sections is specially permitted. The
steel forms shall be M.S. channel sections and their depth equal to the thickness of the
pavement.

The sections shall have a length of at least 3.0 m (10’) except on curves of less than 45.0 m.
(150 ft.) radius, where shorter sections may be used. When set to grade and staked in place,
the maximum deviation of the top surface of any section from a straight line shall not
exceed 3 mm. (1/8”) in the vertical plane and 55 mm. in the horizontal plane. The method of
connection between sections shall be such that the joint formed shall be free from play or
movement in any direction. The use of bent twisted or worn out forms will not be permitted.

The supply of forms shall be sufficient to permit their remaining in place not less than 12
hours after the concrete has been placed or longer if, in the opinion of the Engineer, it
should be necessary.

3.2 Setting of Forms

The forms shall be jointed neatly and shall be set with exactness to the required grade and
alignment. After the forms are placed and set, the earth under the base of the forms shall be
thoroughly tamped in approved manners. Sufficient rigidity shall be obtained to support the
forms in such a position during the entire operation of compacting and finishing that they
will not at any time deviate more than 3 mm. (1/8”) from a straight edge 3.0 m (10’) in
length. Forms which show a variation from the required rigidity or the alignment and levels
shown on the plans shall be reset or removed, as directed to maintain the forms at the
correct line and grade. All forms shall be cleaned and oiled each time before they are used.
Forms shall be set, as herein specified, for at least 150.0 m. (500 ft.) ahead of the mixer or in
advance of the actual placing of concrete.

4. Construction

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4.1 Time of Mixing

The mixing of each batch will continue not less than one and half minute after all the
materials are in the mixer.

4.2 Retempering

The retempering of concrete or mortar, that is, remixing with or without additional cement,
aggregate or water will not be permitted.

4.5 Compaction and Finishing

4.5.1 Compaction

The surface of the pavement shall be compacted either by means of a power-driven finishing
machine or by a vibrating screed. For areas where the width of the slab is very small as the
corner of street junctions, etc. hand compaction and finishing may be adopted subject to the
approval of the Engineer-. In no case, however, hand compaction shall be permitted for slab
thickness beyond 10 cm. in the normal course. All compaction and finishing shall be done in
accordance with the following requirements.

Other Cases

iii) Hand-operated vibrating screed consisting of a normal type of hand tamper to which
are attached pneumatic or electric vibrating units shall be used for compaction. It
shall rest on side forms. Such screed when used shall be lowered vertically on to
the concrete surface, evenly spread to the required level above the base, making
due allowance for compaction , allowed to remain in position for a few seconds until
compaction is complete, then lifted vertically and lowered on the adjacent strip of
uncompacted concrete. The screed shall again be taken slowly over the surface
sliding, with its axis slightly tilted away from the direction of sliding and the
operation repeated until the required dense, close knit textured surface is obtained.
Compaction of concrete slabs up to 12.5 cm. (5”) thickness may be done by means
of vibrating screed alone, while for thicknesses greater than 12.5 cm (5”) thickness,
internal vibrators and vibrating screeds shall be used with advantage for compacting
the slab corners and edges. The working of the vibrators shall be regularly checked
and standbys shall always be maintained for emergency use.

iv) Immediately after the tamping or screeding has been completed and before the
concrete has hardened, i.e. while the concrete is still in a plastic stage, the surface
shall be inspected for irregularities with a profile checking template and any needed
correction made by adding or removing concrete followed by further compaction
and finishing.

4.5.2 Floating

As soon as practicable after the concrete has been struck off and compacted it shall be
further smoothened and compacted by means of a longitudinal float 1,200 mm. (4 ft.) long
and 75 mm (3:) wide, operated from a foot bridge. The longitudinal float shall be worked
with a sawing motion, while held in a floating position parallel to the carriageway centre line
and passed gradually from one side of the pavement to the other. Movements ahead along

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 the centre line of the carriageway shall be in successive advance of not more than one half
the length of the float.

4.5.3 Straight-edging

After the longitudinal floating has been completed and excess water has disappeared, but
while the concrete is still plastic, the slab surface shall be tested for trueness with a 3.0 m
(10’) straight edge swung from handles 1m (3’) longer than one-half width of the slab. The
straight edge shall be held in successive positions parallel to the road central line in contact
with the surface and the whole area gone over from one side of the slab to the other.
Advance along the road shall be in successive stages of not more than one-half length of the
straight edge. Any depressions found shall be filled immediately with freshly mixed,
concrete, struck compacted and refinished. High areas shall be cut down and refinished. The
straight edging and refloating shall continue until the entire surface is found to be free from
observable departures from the straight edge and the slab has the required grade and
camber.

The slab surface shall be retested for trueness, before the concrete begins to set, with the
3.0 m (10’) straight edge and the wedge gauge. The straight edge shall be placed on the
surface, in successive positions, parallel to the carriageway centre line. Irregularities shall be
measured with the help of the wedge moved transversely at various points until it touches
both the straight edge and the concrete surface. At any point tested, the concrete shall not
show a departure from the true surface, greater than 3 mm (1/8”) If at any place, the
tolerance is greater than this, not more than 3 phases of the vibrating machine shall be
allowed and the surface tested again in the specified manner. If the irregularity still exceeds
the limit aforesaid, the concrete shall be removed to a depth of 50 mm (2”) or to the level of
the top surface of the reinforcement, if any.

Fresh concrete shall be placed, compacted and finished in the manner already described in
these specifications and shall again be subjected to test for accuracy finish.
No extra payment shall be made for the removal of the rejected concrete and for laying
fresh concrete.
Although the concrete may be removed immediately following measurement of the
irregularity and while it is still wet, this shall not mean any waiver from complying with the
requirements of this clause, if for any reason the concrete to be removed has hardened.

After straight edging of the surface, it shall be finished by belting or brooming or by the
combination of both, in the manner described in the following paragraphs.

4.5.5 Brooming

After belting and as soon as surplus water, if any, has risen to the surface, the pavement
shall be given a broom finish with an approved steel or fibre broom not less than 450 mm
(18”) wide. The broom shall be pulled gently over the surface of the pavement from edge to
edge. Adjacent strokes shall be slightly overlapped. Brooming shall be perpendicular to the
centre line of the pavement and so executed that the corrugations thus produced will be
uniform in character and width, and not more than 1.5 mm (1/16”) deep. Brooming shall be
completed before the concrete reaches such a stage that the surface is likely to be torn or
unduly roughened by the operation. The broomed surface shall be free from porous or
rough spots, irregularities, depressions, and small pockets, such as may be caused by
accidentally disturbing particles of coarse aggregate embedded near the surface.

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4.5.6 Edging

After belting and /or brooming have been completed, but before the concrete has taken its
initial set the edges of the slab shall be carefully finished with an edger of 6 mm (1/4”)
radius, and the pavement edge shall be left smooth and true to line.

4.7 Final Surface Test

The final surface test shall be made after the curing period and after the removal of the
material used for curing. The surface shall be of correct alignment, grade and contour
specified. Any spots higher than 3 mm. (1/8”) and not higher than 6 mm (1/4”) above the
correct surfaced, as shown by 3.0m (10’) straight edge and the wedge in the manner
prescribed above, shall be ground down with an approved grinding tool to the required
level. When deviation exceeds the foregoing limits, the slab shall be removed to full depth
and replaced. The area of pavement to be removed and replaced shall be that represented
by the transverse joints, immediately adjacent to the deviation, across the full width of the
slab.

4.8 Removing Forms

Forms shall not be removed from freshly placed concrete until it has set at least 12 hours.
They shall be carefully removed and in such a manner that no damage will be done to the
edge of the pavement. After the forms have been removed, the ends of all joints shall be
cleaned and the sides of the slab shall covered with earth to the level of the top of the slab.

4.12 Work on Gradients

The progress on gradient of all operations of placing, compacting and finishing of concrete
should proceed from the lower to the higher reaches. The concrete mix shall be stiffer than
used on level reaches.

4.14 Sealing of Joints

After the curing period is over and before the pavement is opened to traffic, the temporary
seal or other intruded materials of all transverse expansion and contraction joints shall be
removed completely and the slots filled with the approved joint sealing compound. The joint
opening shall be thoroughly cleared of all foreign matter before the sealing material is
placed. If necessary, the foreign matter shall be blown out. All contact faces of the joint shall
be cleaned with a wire brush to remove loose material and shall be surface-dried when the
sealing compound is poured.

The edges of joints shall be printed with a thin bituminous paint which shall be allowed to
dry before the sealing compound is applied. The primer shall be applied with a brush.

Bituminous emulsions shall not be used as primers.

Care shall be taken to ensure that the sealing compound is not heated above 200 degree C
(392 degree F) and the temperature does not exceed 180 degree C (356 degree F) for long
periods (or other temperatures specified by the Manufacturer of the compound).

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 Sealing compound shall be poured into the joint opening in such a manner that the material
will not be spilled on the exposed surface of the concrete. Any excess filler on the surface of
the concrete pavement shall be removed immediately and the pavement surface cleaned.

When required to prevent tackiness or pick up under traffic, the exposed surfaces of the
sealing compound shall be dusted with hydrated lime. Other methods of preventing pick up
under traffic may be used when approved by the Engineer.

Special Directions for Rigid Pavement Works –

1. Contactor must have a laboratory at site at his cost for performing various tests at his costs
and the following machines and equipments at least shall be provided at site.

a) Crushing strength machine (for cube tests)

b) Apparatus for testing flexural tests of concrete
c) Aggregate testing machine
d) Set of sieves for finding fineness modulus and for aggregate grading.
e) Laboratory weighing balance
f) Aggregate drying equipment
g) Equipment for testing of silt content in sand
h) Aggregate impact value test machines
I) Other machines as required by the Engineer

All the test records shall be meticulously maintained in the site laboratory and made
available as and when required.

2. The concrete cubes shall be tested for seven and twenty eight days strength as and when
directed as a cross check or as directed. The Contractor should possess adequate CUBE
MOULDS. No charges for such surprise checks will be paid.

3. Mix design of adequate strength as required and specified by the Engineer shall be done by
The Contractor and checked by the Engineer after every fresh lot of aggregates is brought at
site by The Contractor. For this purpose, gradation analysis of coarse and fine aggregate shall
be performed and shall be maintained within prescribed limits.

4. The mix design should confirm to one of the methods specified in SP/23/1982.

5. The joints should be cut by mechanical means within 24 to 48 hours after the road slab is
cast. Spacing of VATAS for CURING shall have to be done accordingly.

6. The Contractor’s Engineer should be qualified and experienced and well versed with
concrete mix design and he should be thoroughly acquainted with the construction of
concrete roads.

7. Plate vibrators should be used for compaction of concrete mix in addition to needle and
screed vibrators and as such the Contractor should have sufficient equipments of minimum
two numbers of each machine such as mixers, plate vibrators, needle vibrators, screed
vibrators and one extra number of each as stand by, for each site of work.

8. In case the cube test for 28 days period fails, Core Test of the concrete slab at the risk and
cost of the Contractor will be taken of up to 15 cm. Dia. cores for requisite depth as per IRC

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 Code No. SP-11 of 1988 immediately and if it fails, no payment will be made till expiry of
maintenance period and repair measures will be carried out by The Contractor to the
satisfaction of the Engineer at his own cost.

9. The distance between bottom concrete layer and top layer during concreting operation shall
not exceed 2.5 meters, or 20 minutes whichever is lesser so as not to have cold joint.

10. The apparatus for keeping the dowel bars in straight and perpendicular conditions to the
concrete cross sectional surface shall be provided and used to give the alignment as directed
by the Engineer, by providing additional bulkhead at a specified distance. The bars should be
straightened exactly perpendicular to finished concrete surface by means of adequate
device to be approved by the Engineer.

11. The concrete road panels must be in proper cross profile as per camber prescribed by the
Engineer.

12. Whenever the needle vibrator is used in vertical or horizontal position the mason must
follow with a trowel and punch frequently the portions of concrete from where the needle
vibrator is withdrawn so as to ensure that no hollow portion remains in the stiff mass of
concrete, plate vibrating shall also follow thereafter.

13. The machine cut joints and expansion joints must be air blown with forceful air jet so as to
blow out complete dust, sand particles and foreign matter from the slots of the joints,
before filling these with the filler material.

14. Necessary traffic signs and boards including provision of traffic cones, etc. for traffic
diversion, closure of road, road work in progress, etc. as directed by the Engineer shall be
provided by The Contractor at their cost.

15. The dressing of joints should be maintained throughout Guarantee period of the work.

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SECTION IXA : PREFACE TO BILLS OF QUANTITIES:

General

Description of the items mentioning briefly about material specifications, workmanship, necessary
inclusions/exclusions and mode of measurement (where called for) are given here under, which
should be read with corresponding item in Bill of Quantities. Number of a specific item given here
under in this PREFACE refers to the number for the same item in the Bill of Quantities. Accordingly,
the description of items in accompanying Bill of Quantities is kept short.

Unit Rate to Include

Rates indicated in the Bills of Quantities shall be for finished items. It shall include for material, plant
& tools, scaffolding, labour, incidental materials, fixing media, fixing, conveying, delivery, unloading,
storing, returning, packing, handling, hoisting, lowering, waste, cutting, establishment costs,
temporary works, tests, preliminaries, overheads, royalties, VAT, all taxes (excluding GST), profit
and any other costs to complete the item in its final form and state.

NOTE: GST should be included in Price Summary (Section IXC of Part 2 of 2) as a separate amount.

Also the unit rate indicated by the Tenderer in this Bill of Quantities shall include for all the
obligations to be fulfilled by the Contractor as stated in various sections of the Contract Document.

Unit Rates

In case of discrepancy between Unit Rate and the Amount, Unit Rate of the Item shall prevail over
the Amount and shall be considered as valid and correct. The Amount shall be arithmetically
modified and considered accordingly, either in scrutinizing and deciding upon the Tender or during
the Contract period.

Soft copies of all the Bills of Quantities is being issued to all the Tenderers as part of the Tender
documents. The tenderer is required to fill in the rate and amount of all items of the Bills of
quantities in the hard copy as well as in the soft copy. Duly filled soft copy of the Bills of quantities
shall be returned together with the priced bid. Rates quoted in both the hard copy as well as soft
copy shall be same. In case of discrepancy between the rate quoted in the soft copy and the hard
copy, the rate quoted in the hard copy shall be considered final, either for scrutinizing and deciding
upon the Tender or during the Contract period.

Consistent Unit Rates

Tenderer shall take care to insert one unit rate against an item appearing in different bills. In case of
discrepancy in item rate inserted for a particular item in different bills, the lower value of rate shall
be considered for all the bills and Contract Sum shall be corrected accordingly.

Basic Rates

The Contractor will be required to procure all materials for the Works and any advance payment for
the same shall not be paid. However, he will consider Basic rates for the following materials while
quoting his rates in Bills of Quantities –

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Materials Rate
Cement Rs. 265/ per bag
Reinforcement Steel Rs 36,000/ tone

The above mentioned rates are inclusive of all taxes, duties, transportation, etc. as received at Site.
For any variation in the rate of these materials during the tenure of this Contract, the Contractor’s
rates for only those items, where these materials are used, shall be adjusted (either increased or
reduced) by working out the difference between the rate specified above and the rate at which
material shall be received at Site. No other factor for profit, over heads, taxes or any other item
whatsoever shall be considered over & above this difference, to calculate the adjustment in the rate
of the relevant item.

The Contractor shall intimate the Owner/ Engineer prior to the procurement of such materials and
shall subsequently submit invoices for the approval of the Engineer. Owner/ Engineer shall have the
right to independently check the rates claimed in the invoices and adjustment in the Contractor’s
rates for relevant items shall be made only thereafter.

Rates for all the items, other than those requiring use of above mentioned materials, shall remain
fixed as mentioned in clause no. 3 of the Section D.

Tenderer to Notify mistake

If Tenderer notices any mistakes in these Bill of Quantities he shall draw attention to the mistake in
his tender letter to the Owner, but the Tender price shall be based on these Bill of Quantities as
they exist and not amended Bill of Quantities.

Item to be priced individually

All items of the Bill of Quantities shall be priced individually and not grouped together. Rate for each
and every Item shall be workable and self supporting. The price shall, in addition, equal the sum
filled in the schedule of price for Civil Works.

Quantities

The quantities set out in the Bill of Quantities are the estimated quantities for the works, and they
are not to be taken as the actual and correct quantities of the works to be executed by the
Contractor in fulfillment of his obligations under the Contract. The Owner reserves the right to
increase or decrease any of the quantities to any extent or to totally omit any item of work and The
Contractor shall not claim any extras or damages on these grounds.

Method of Measurement

The works shall be measured net, notwithstanding any general or local custom, except where
otherwise provided for in the Contract.

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LIST OF APPROVED MAKE / MANUFACTURER

NOTES :

a) The list of approved makes/ Manufacturers is to guide the Contractor to a high quality of
construction. The Consultant reserves the right to select the Manufacturer or approved
make from the List.
b) The Owner / Consultant reserves the right to decide on any of the approved make /
Supplier/Manufacturer listed herein & also reserves their rights to add any particular make
which is to be acceptable to the Owner / Consultant.
c) Manufacturer’s specifications not meeting the requirements of tender items / specifications
shall not be considered, even though they are listed herein.
d) In case of materials, in the list, which cannot be made available at site, alternative Supplier /
make / Manufacturer conforming to IS / BS, shall be suggested for approval of the Owner /
Consultant.

FOR CIVIL WORK

1. Reinforcement TATA, Vizag, Sail, Ispat, Electrotherm, Jindal

2. Structural Steel TATA, Vizag, Sail, Jindal
3. Shuttering plywood Century, Anchor, Multiply, Duro
4. Marine plywood Conswood-Tata, Anchor, Duro, Green
5. Commercial plywood Duro, Green, Kitply, Multiply
Formica, Greenlam, Alfa-ica, Decolam,
6. Laminate sheet
Neoluxe
Bison Panel (cement bonded particle
7. NCL Industries Ltd.
board)
8. Flush door Kitply, Anchor, Duro
9. Pressed steel door frames SHAKTIMET , Ahalda
10. Welding Electrodes Advani Oerlikon, ESAB
11. Hardware & Locks Kitch or Dorset
12. Float Glass & Mirrors Modi guard , Saint Gobain
13. Aluminium expansion joint for Buildings Watson Bowman, Z-Tech, Vexcolt, JMetco
14. Precast terrazzo tiles & skirting (Mosaic) Alcock, Nitco, Hindustan, Dinesh tiles
Bitumen based Water proofing
15. Sika, STP, Pidilite
membrane
16. Vitrified/ Glazed/ Ceramic tiles Kajaria, Johnsons, Somani, Asian
Construction chemicals / concrete and
Mortar, Admixtures, Plasticizers water
17. proofing, Compound & coating, floor ConTech, Pidilite, Sika, Fosroc, BASF
hardeners, sealant, Non-shrunk Grout &
fillers, water repellent treatment
18. Joint Filler GE silicone, Cibatul, STP
19. Pre-coated steel roofing/ walling sheets Multicolour, Tata Bluescope, CRIL
20. Paints ICI, Nerolac, Asian, Berger
21. Polish MRF, ICI
22. Water stopper Fixopan,
23. Adhesives Fevicol, Kitcol, Araldite, BAL
24. Anchor fastners/ Expansion fastners HILTI, Fischer

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FOR ALUMINIUM WORK

1 Aluminium sections Indal, Jindal

1” series sliding
2 Minimum 2 mm thickness (as specified in drawing)
window sections
25 micron colour anodised – The Contractor should provide the
micron thickness measuring equipment at site throughout the work
3 Aluminium finish
progress for checking the anodising thickness. Visibly should look
uniform as per standards.
Pre-laminated
5 Novapan Exterior grade, Both side pre-laminated.
Particle board
6 BW Ply Anchor, Kitply, Conswood or Equipment
Hydraulic Door
7 Ozone, Dorset, Godrej
closer
Pre-laminated Bison
8 Anchor, Kitply or Equivalent
Panel
Pre-laminated
9 Alfaica, Bloom Décor
Compact Sheets
Concealed dead
10 Dorset or Kitch
locks
Concealed cylindrical
11 Yale, Dorset or Kitch
locks
12 Hinges Adjustable SS Friction stays of Kitch, Dorset or Dunex
Window locks cum
13 Dill or equivalent
handle
Packing in form of 300 ml cartridge GE, Wacker or DOW brand of
14 Silicon sealant
neutral grade.
Filter rubber of glass
15 EPDM quality
panel
Roller for sliding Casted from dearlean of Nylon 66 material & bearing should be of
16
window Japan / Singapore make double Z type
Wool felt/weather
17 Shall be imported of Italy make or equivalent
strip
Hydraulic Floor
18 Dorma , Ozone, Godrej
spring
Perforated Anodised, 2mm thick, 10mm dia. holes creating @ 40% to 50%
19
Aluminium sheets opening area
20 Exhaust fan 300 mm size Alstom

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EXC : EXCAVATION

EXC.1 Excavation in all types of soil for all types of sub-structures, trenches and basement.

Provide for shoring, strutting, refilling the trenches/ excavated pits, plinth filling with
selected excavated soil, ramming, watering, consolidating with mechanical roller in 15 cm
layers, removing and stacking simultaneously the excavated stuff as directed and/or for
filling within the site, spreading the stuff in layers on site as directed and compacting to
achieve 95% Proctor density.

Measurement shall be on the basis of net dimensions shown on drawing and shall include
extra space for shuttering or working. Plinth filling for an average height less than or equal
to 60 cm shall be measured under this item. Measurement unit shall be m3.

EXC.1E Removal of Top soil with cutting depth not more than 300mm including carting and
spreading excavated earth within the plot as directed, Watering, ramming, leveling in 250
mm – 300 mm layers, etc complete.

EXC.1F Same as EXC.1E but excluding compaction.

EXC.2 Same as item EXC.1 for excavation in disintegrated and soft rock. On encountering such
excavations, which The Contractor intends to claim under this item, he shall immediately
inform the Clerk of work about his intention to do so and take the Engineer’s prior
approval.

EXC.3 Same as item EXC.1 for excavation in hard rock. Excavation in hard rock requires blasting.
The rate to include blasting with required tools, plants, explosives and accessories and
breaking large rock into pieces of suitable sizes stacking etc. as directed.

EXC.4 Carting away surplus excavated materials from the Site up to specified lead. Include for
road permits & environmental precautions, if any, loading, transportation, unloading,
levelling at dump yard, etc. complete. Lead shall be measured as per the shortest practical
route. Measurement shall be in m3 worked out on the basis of volume of earth filled in
outgoing trucks registered by the Client/ Engineer / his representative.

EXC.5 Filling for average height more than 750 mm in plinth, in plot, embankments, etc. with
selected excavated earth (from other areas included in this Tender) brought from within
the site including ramming, watering to optimum moisture content, compacting in 20-25
cm layers using mechanical vibro-rollers, etc. complete. Compaction shall be carried out up
to 95% Proctor density. Actual measurement of compacted fill for the total depth shall be
considered.

EXC.6 Filling in plinth, in plot, embankments or any other area within the site with approved,
selected earth / selected quarry waste brought from outside site, including freight,
transportation, loading, unloading, taxes, royalty, screening, etc. The approved, selected
earth / quarry waste shall be as per the requirements specified for embankment
construction in “Specifications for Road & Bridge Works” Revision 5 of Ministry of Shipping,
Road Transport & Highways. Actual measurement of compacted fill shall be considered.

EXC.6A As per item EXC.6 but filling including for ramming, watering, consolidating in 250-300 mm
layers.

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EXC.6B As per item EXC.6 but filling includes for ramming, watering to optimum moisture content,
compacting in 250-300 mm layers using mechanical vibro roller of 8-10 t. capacity, etc.
complete. Compaction shall be carried out up to 95 % as per table 300-2 of “Specifications
for Road & Bridge Works” Revision 5 of Ministry of Shipping, Road Transport & Highways.

EXC.7 As per item EXC.6 but for sand.

EXC.8 Rate to include supply of rubble as per General Specifications and of approved quality, lay
rubble packing with interstices filled with approved murrum or stone dust, or sand watered
and rolled to compaction in line, level, gradient, etc. complete. Finished dimensions shall be
measured.

EXC.9 Pre – construction anti-termite treatment to buildings/ structures with water emulsified
chemicals as per IS: 6313 – Part 2 (latest revision). The Work shall be carried out by an
approved specialized sub-Vendor having experience of anti-termite treatment work.
The rate shall include the cost of all materials, tools and labour involved in the operations
including all safety measures, making holes and refilling and making good the same.
Measurement shall be on the basis of ground foot print (plan area) of the area on m2 basis.

The Contractor shall provide a guarantee in an approved format for 5 years on a stamp
paper.

EXC.10 Bailing out of ground water normally is assumed to be included in the excavation treated
rate. Rate in this item is to include use of pumps continuously as required for bailing out of
underground seepage water and discharge through pipes up to a lead of 100 m or
otherwise as directed. Payment will be on the basis of horse-power rating of the
pump/pumps, multiplied by the no. of hours in use. A record of the use of pump/pumps
with respective rating and hours of operation will be maintained. Authorization of the
pumping shall be obtained from the Clerk-of-Works to avoid unnecessary expense and
damage to the soil structure.

EXC.11 As per item no. EXC.10 but using a complete well point system for bailing out of
underground water.

EXC.12 Excavation in any kind of soil to reduce levels as shown on drawing and where directed.
The rate to include mechanical/manual excavation and carting, spreading, watering and
compacting the excavated material within a radius of 500 m. Spreading and consolidation
shall be in 250-300 mm layers. Compaction shall be carried out up to 95 % as per table 300-
2 of “Specifications for Road & Bridge Works” Revision 5 of Ministry of Shipping, Road
Transport & Highways. Payment shall be made on the basis of net dimensions shown on the
drawing.

EXC.13 Boring for under-reamed piles as per drawings and specifications. Reinforcement, Concrete
and bulb making shall be measured separately.

EXC.14 Making bulb for under reamed piles as per drawings and specifications. Reinforcement,
Concrete and boring for the pile shall be measured separately.

EXC.15 Excavation in any kind of soil for depth up to 1.50m to reduce levels in borrow areas, pits,
ponds etc. as shown on drawing and where directed. The rate to include mechanical /

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 manual excavation and carting and spreading surplus excavated material. Payment shall be
made on the basis of net volume of excavation.

EXC.16 Cutting & disposing of trees including removal of roots below existing ground level and
refilling the pits with approved soil and compaction in layers, all as per MORTH&H
specifications. Include for cutting of trunks/ branches and disposal of trees to any lead as
required.

EXC.17 Filling in plinth, in plot, embankments or any other area within the site with approved
quality coarse aggregates of size 20mm - 40 mm, including freight, transportation, loading,
unloading, taxes, royalty, screening, etc. Actual measurement of fill shall be considered.

EXC.51 Excavating existing bund / mound of earth above ground level. The rate to include for
filling with selected excavated soil, ramming, watering, consolidating in 20-25 cm layers,
removing and stacking simultaneously the excavated stuff as directed and/or for filling up
pits, trenches, plinths, etc. within a radius of 100M. Rate to include for dismantling any
electrical / water supply / other services lines buried within the existing Bund. Payment on
the basis of net dimensions excavated.

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CON : CONCRETE

General for all items described under “Concrete”:

• Minimum cement content of 285 kg, 340 kg, 380 kg, 410 kg and 425 kg per m3 of M15,
M20, M25, M30 and M25 concrete (Characteristic concrete strength at 28 days)
respectively shall be used for designed concrete mix. This minimum cement content is
for 20mm nominal size aggregate and medium workability (i.e. limit of slump shall be
25-75mm).
• The rate shall also include mix design for various strengths and cubes shall be taken
from fresh concrete and tested as per the relevant IS code. Design mix of the Concrete
shall be approved by the Engineer prior to usage of concrete at Site
• Concrete work shall be as per IS 456 and other relevant IS codes.
• It is mandatory for The Contractor to employ weigh batching plant / plants of adequate
capacity at Site throughout the Contract period. All concrete of grade M20 and above
shall be produced by Weigh Batching only. Conversation to volumetric system of
concrete manufacturing shall NOT be allowed.
• However, The Contractor will be permitted to use Ready mix concrete (RMC) by
establishing automatic batch mixing plant on site or procuring it from such a plant from
the vicinity of the plot. In such a case, he shall be allowed to replace maximum 20%
cement (by weight) with fly ash (as per IS. 3012). The minimum cement content
mentioned above shall be considered as total of cement and fly ash for RMC. The
Contractor shall be required to get all ingredients tested as per relevant IS Codes at
intervals as specified by the Engineer. Apart from the test certificates of RMC Supplier,
Cube tests & slump tests shall be performed at site / approved laboratory. All batches
of RMC supplied to the Site shall be accompanied by Manufacturer’s certificate
containing time of mixing, time of leaving the Manufacturer’s site and mix proportion
of that particular batch. The Owner / the Engineer shall have right to visit and inspect
the concrete Manufacturer’s premises at any stage of the Work. In case of RMC, rate
shall include for all equipments like pumps, concrete carrying trucks, materials,
labour, etc. complete.
• No extra amount will be paid for admixtures to improve workability or to influence
setting time or gain early strength, except for water proofing admixtures for which item
is separately mentioned.
• No allowance is made for thickness of members.
• All concrete shall be machine mixed and machine vibrated.
• Formwork and Reinforcement measured separately.
• The rates shall include for providing of all materials, mixing, placing, forming pockets for
holding down bolts, placing inserts as shown in drawing at correct location, level,
necessary changes in formwork, reinforcement, etc. complete with curing.
• Measurement shall be on the basis of net quantity of concrete worked out from the
dimensions/ details given in the drawing. Item shall be measured in M3 unless noted
otherwise.

CON.1 Provide & Lay plain cement concrete for base and/or sub base of Foundations, concrete
floor, masonry walls, etc. The concrete shall be machine mixed on volumetric mix design &
made using 20 mm & down size graded aggregates. Rate to include for all materials,
placement, consolidation, finishing, curing, wastage, etc. complete.
Measurement shall be on m3. Basis.

CON.2 Brickbat cement concrete will be as per CON.1 except that 40mm and down size broken
brickbats of well-burnt bricks are used as aggregates in place of stone aggregate.

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CON.3 M20 concrete in various structural elements like foundations, piles, pile caps, raft, trenches,
pedestals, columns, beams, floor slabs, fins/ pardis, walls, gutters, lintels & weather sheds,
shelves, stair/steps, etc.

CON.4 Same as CON.3 but in Machine/ equipment foundations at any level below plinth or
above plinth.

CON.5A Extra over item No. CON.3, CON.4 for M25 over M20.

CON.5B Extra over item No. CON.3, CON.4 for M30 over M20.

CON.5C Extra over item No. CON.3, CON.4 for M35 over M20

CON.6 Extra over item no. CON.3 for treating reinforced concrete slab of specified thickness
using Tremix or equivalent system.
Include for taking out dowels of floor reinforcement through the side formwork channels,
levelling to the specified accuracy, Poker vibration, screed board vibration, Vacuum
de-watering, Power floating, trowelling, making concrete joints, etc. complete.
Measurement shall be on m2 basis for the net plan area treated. Reinforcement and
shuttering will be measured separately.

CON.7 Supply and lay precast concrete pavers 600 x 600 x 75 mm as aprons. The rate shall
include for forming pavers in M15 concrete, 50mm thick sand bed lay in proper line and
level, jointing with 1:3 cement sand mortar, curing, etc. complete.

CON.8 M15 concrete in Raft, pedestals foundation, columns, beams, brackets, walls, fins, pardis,
gutters, pile, pile caps, floor slabs, weather sheds, lintels, trenches, shelves, stair/steps
etc.

CON.9 Providing & laying non shrink grout in 1:2 cement: coarse sand mortar for
machinery/equipment installation, steel column supports, anchor bolt installation,
pockets of machine/ equipment foundations, etc.
Rate to include for necessary formwork, tools, finishing the edges, curing and wastage.
Measurement shall be on m3 basis of the net volume grouted.

CON.13 M20 perforated precast drain cover including Form work, reinforcement, etc. for various
thicknesses. The rate shall include for forming covers, providing PVC pipe for holes,
supplying, bending & placing reinforcement (70 kg /m3 of concrete), providing lifting lugs
as per details, curing, wastage, lifting & placing in position, etc. complete.

CON.14 Extra for use of plasticizer or other additive of approved make as per Manufacturer's
proportion over item No CON.3, CON.4 and CON.58. (ONLY UPON APPROVAL OF CLIENT /
CONSULTANT)

CON.15 Supply and fix in position approved make PVC water stoppers of Caliplast or equivalent
make for expansion & construction joint, etc. including laps, wastage, cutting, etc. as
directed. Measurement shall be on the basis of net length of the construction/ expansion
joint.

CON.16 M25 concrete for shaft of water tank up to plinth.

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CON.17 M25 concrete for shaft, stair, columns, tie beams, slab, parapet etc. complete up to 15 m
height from plinth. Rate to include for changing in formwork and reinforcement for
necessary opening as per the drawings.

CON.18 Same as item No CON.17 but, for every additional 5m lift.

CON.19 M30 concrete for water tank container of any shape having bottom height of up to 30 m.
from plinth.

CON.20 Same as item No CON.19 but, for height of 30 m to 55 m from plinth.

CON.22 Extra over the rate of concrete for supplying and using Concrete Penetrating Corrosion
Inhibitor (CPCI) as admixture. CPCI shall be used as admixture into wet concrete along
with batch water during the mixing of cement, sand and aggregates. The CPCI shall be
both a Cathodic & anodic inhibitor & free from toxic nitrites / chromates and shall
migrate over a distance in concrete to prevent corrosion of steel re-bars. Non-migrating
contact inhibitors are excluded. The CPCI shall be non-toxic with minimum pH value of
9.5.

The dosage & method of usage shall be as per the specifications of the approved
Manufacturer. The CPCI shall be FerroGard-901 of Sika Qualcrete Ltd., or other such
approved equivalent having minimum 2 years’ proven performance & field validation
history in Indian conditions.

CON.23 Supply and fix at any height precast concrete spiral stair of approved shape. The rate shall
include for forming steps in M20 concrete, lay in proper line and level, formwork, joining
with 1:3 cement sand mortar, curing, reinforcement (measurement separately) etc.
complete.

CON.24 Providing guniting treatment to ribs, slabs, beams, column etc. at any height including
removing spalled concrete from members by light hammering, chiselling etc. cleaning the
reinforcement of loose scale, rust etc. by means of wire brush, applying rust remover and
rust convertor such as Rusticide SS or approved equivalent, tying additional
reinforcement if required (measured separately), guniting with 1:3 cement sand mortar
(up to 40 mm thickness) in two course if required with air pressure of 40 to 50 psi in the
nozzle, including scrapping of undulations of gunited surface using mason’s trowel.

CON.51 Dismantling existing reinforced concrete elements at any height – structural or non
structural and plastered or non plastered. Include for cutting the reinforcement wherever
necessary, carting away the debris from the site or using the same in construction work
within the site as directed by the Engineer.
Contractor shall get the dismantling methods and sequence approved by the Engineer
prior to starting the Work. Rate to include all necessary scaffolding, necessary temporary
supports/ propping/ covering, safety measures to avoid any damage to the surrounding
buildings/ structures – all to the satisfaction of the Engineer.
Measurement shall be in m3 on the basis of net volume of reinforced concrete
dismantled.

CON.52 Same as item No.CON.51 but dismantling and disposing machine foundations only.

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CON.53 Chipping and removing of concrete cover for exposing reinforcement including cleaning
the exposed reinforcement and concrete surfaces and making necessary arrangement for
tying new reinforcement with expos ed reinforcement at any level. Rate to include for
removing the debris as directed up to lead of 1 km.

CON.54 Repairing RCC members like fins, slabs, columns, beams etc. at any height including
removing cracked / worn out concrete cleaning of reinforcement by means of wire brush,
applying rust remover, preventer, tying additional reinforcement (measured separately)
applying bond coat ‘Conbond’ or equivalent, concreting with M20 grade concrete using
suitable plasticizer, necessary formwork and finishing to match with the adjoining surface,
curing with curing compound etc. complete as per instructions of Engineer.

CON.55 Provide & apply at any height, epoxy based bonding chemical of approved make (Fosroc,
Sika or other approved equivalent) on existing surfaces of concrete as per the instructions
of the manufacturer. Include for surface preparation like hacking and cleaning, wastage,
etc. complete.
Measurement shall be in m2 on the basis of net area where the bonding chemical is
applied.

CON.56 Same as item No.CON.51 but dismantling and disposing PCC only.

CON.57 Taking core from existing concrete beam/column/slab/wall etc. at location specified by
the Consultant. Before drilling reinforcement shall be located by rebar locator. No.
Reinforcement should be cut unless approved by the Consultants. Rate shall include for
using diamond core machine HILTI or approved equivalent, required scaffolding, water,
etc. complete.

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FW : FORMWORK

General for all items described under “Formwork” :

• Formwork shall include all temporary forms/molds, required to form the concrete
which is cast-in-situ, together with all the temporary construction required to support
the forms/ molds and removal/ stripping thereof.
• Formwork shall be strong enough to resist all the dead loads & live loads that are
expected during concreting & during de-shuttering. All necessary precautions like
bracings, ties, wedges, special nuts/ bolts, etc. shall be provided for this purpose.
• All formwork shall be in true line, level and plumb. The formwork shall provide slope/
camber, where specified and shall be water tight.
• All shuttering shall be thoroughly cleaned before placing of concrete. Colourless mold
oil or approved quality polymer based water soluble compounds shall be applied to
forms before placing the reinforcement.
• Stripping time shall generally be as specified in CPWD specifications (latest edition).
• Rate to include for drip molds, chamfers, grooves, residues, etc. as mentioned in the
drawings or as directed by the Engineer.
• Mode of measurement shall be in m2, irrespective of size, shape and thickness of
concrete elements.

FW.1 Supply, erect & remove steel or plywood formwork for all types of reinforced /
unreinforced concrete elements below plinth.

FW.2 These items are for elements having ‘exposed’ RCC finish. Since there will not be any plaster
to cover concrete members for which formwork is to be required under this item and since
no correction or patch work can be done, work shall be more precise to yield accurate
dimensions of members in line, level and plumb. The surfaces shall be neat, clean and
smooth and free from any blemish. No definite texture or pattern is required for fair finish.
Formwork shall be in laminated shuttering plywood (plastic coated) or steel - as required.
Same shuttering material shall be used for standard sizes as well as for residual sizes. Only
new material shall be used. Include for neat cleaning and rendering of the exposed
concrete surface after de-shuttering as directed by the Engineer.

FW.3 Same as FW.2 but with definite texture or pattern in fair finish.

FW.4 Extra rate for circular shuttering of any radius is to be required over item no. FW.1 at any
height. No extra for lift shall be paid.

FW.5 Extra rate for providing staging to form work having height more than 4.5m from the
formwork supporting surface immediately below the proposed slab -

FW.6 Fair finish form work shall be in plywood, sawn timber or steel as required for shaft,
container walls, stairs, slab, beams, columns, parapets, etc for all concrete work including
staging, scaffolding, etc. either using slip form or lift form or any other method approved by
the Engineer, to get more precise and accurate dimensions of members in line, level and
plumb.

FW.7 Supply and fix necessary formwork to form pockets or cut-outs in concrete for anchor bolts,
railings or such other usage. Include for removal of formwork after concreting, keeping it
temporarily covered and cleaning it completely just prior to handing over.
Measurement shall be in m. for the depth of the cutout/ pocket.

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FW.8 Supplying and fixing in position approved quality pre-moulded joint filler of Shalitex /
Capcell HD 100 / Armacell board or other approved equivalent confirming to IS 1838 in
expansion joints between beams, columns, slab, machine foundations, etc. Rate to include
for cutting, fixing, keeping in position, wastage, etc.

FW.9 Supplying and laying polysulfide sealant in expansion joint, around door and window
frames, etc. at any height - of approved make like GE/ PIDILITE / Choksi Chemicals or other
approved equivalent. Include for proper cleaning of the joint, primer, edge tape, etc. as per
Manufacturer’s instructions.

FW.10 Providing and laying 175 mm wide 1.2 mm thick aluminium strip to cover vertical /
horizontal expansion joint with fixing screws at fixed end and sliding end with slotted holes,
etc. complete as per drawing or as directed.

FW.11 Providing and laying 150 mm wide 1 mm thick strip of SS-304 to cover vertical / horizontal
expansion joint with fixing screws at fixed end and sliding end with slotted holes, etc.
complete as per drawing or as directed.

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RF REINFORCEMENT

General for all items described under “Reinforcement”:

• Supply, straighten, cut, bend, bind, place / fix in position at any height reinforcement
steel as per IS 1786/ IS 432.
• Include for wastage, 16 gauge annealed binding wire, necessary chairs to maintain the
reinforcement in proper position and PVC/ concrete blocks to obtain the specified
cover.
• To achieve the required length of the reinforcement in a structural member, which may
be more than the normally available length of the reinforcement in market, lapping/
welding shall be carried out as per the specified details. Prior approval of the Engineer
shall be taken, if the Contractor proposes to use welding.
• All such lapping/ welding shall be carried out by the Contractor free of cost. If the
Contractor is allowed to use welding, all the materials, labour & machinery required for
the welding shall be supplied by the Contractor free of cost. Reinforcement shall be
bent & fixed in position as per IS 2502.
• Chairs shall be provided free of cost, wherever required, to keep the reinforcement in
proper position.
• Thus, material and labour cost of laps & chairs shall not be paid to the Contractor. If the
reinforcement is supplied by the Client, all laps and chairs shall be considered for
reconciliation only.
• Measurement shall be by weight, which shall be calculated using standard weight of
the reinforcement bar as per IS code & net length of the reinforcement bar as per the
shape specified in the drawings.

RF.1 Mild steel reinforcement conforming to Grade I of IS: 432 or equivalent having minimum
characteristic strength fy = 250 N/mm2.

RF.2 TMT High yield strength deformed bars conforming to IS: 1786 and IS: 1139 with a
minimum 0.2% proof stress of 415 N/mm2.

RF.3 Fe 500 grade TMT deformed bars conforming to IS:1786 with a minimum 0.2 % proof stress
of 500 N/mm2.

RF.4 Same as item no. RF.3 but for supplying & laying welded wire mesh. Include for cutting,
laying in position, supporting where necessary, lap of 150 mm at each joint and wastage.
Measurement shall be on the basis of net area of weld mesh laid.

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STL STRUCTURAL STEEL WORK

STL.01 Supply, straighten, cut, fabricate, erect & align in proper position at any height, hot rolled
structural steel sections conforming to IS 2062 and of approved make for structural steel
members like purlins, trusses, rafters, columns, frames, runners, plate girders/ gantry
girders, bracings, tie beams, grillage, sag rods, floor beams, etc. The hot rolled sections shall
be I beams, Channels, angles, rods, Tees and plates.
Fabrication shall be as specified in IS 800. Tolerances in fabrication shall be as per IS 7215.
Welding methodology, materials & inspection shall conform to IS:816 & IS:822. Welding
shall be carried out by qualified welders only.
Rate shall Include for –
• Supplying all ISI mark materials such as bolts, nuts, welding rods, etc.
• Labour for the work of straightening, cutting, drilling holes, necessary
plants/equipment for assembling, bolting, welding, erecting, etc.
• One coat of Zinc Chromate primer and two coats of approved enamel paint after
thorough cleaning of surfaces with wire brush / sandpaper and as per the Paint
Manufacturer’s instructions.
Measurement shall be on the basis of weight, which shall be calculated using unit weight of
the section as per IS & net length/area of the structural section as per drawings. Weight of
bolts, nuts & welding shall not be considered for measurement.

STL.02 Same as item STL.01 but for fixing inserts / pipe sleeves/ puddles in position in concrete
members.
Rate to include for making changes in the formwork, if necessary and keeping the insert/
sleeve in position during concreting.

STL.03 Supply and fix in position holding down bolts with 70 mm threaded portion with nuts,
washers and M.S. plate complete as shown in drawing. Bolts shall be fixed in the pockets in
position. Include for 100 dia. M.S. pipe sleeve having half of the bolt length. Bolt together
with sleeve shall be placed and fixed securely in position and level as shown while pouring
of foundation/pedestal concrete.

STL.04 As per item no. STL.03 but with 75mm dia. M.S. pipe sleeve as shown on drawing. Bolt
fixing while pouring of foundation concrete.

STL.05 Same as STL.01 but for chequered plate of specified thickness used as floor plate / trench
covers.

STL.06 As per STL.01 but for grill over compound wall.

STL.07 As per STL.01 but for sliding gate including rollers, guide rails etc. complete. Rate shall
include for M.S. pipe guide, brackets for hanging gates, rails, pulleys, ball bearings, nuts,
bolts, washers, one under coat of Zinc Chromate primer and two coats of enamel paint, etc.
complete. Measurement shall be on the basis of length of section as per drawings and
standard weight as per IS. Pulley and bearing weight shall be considered as per
Manufacturer/actual data.

STL.08 As per STL.01, but for wicket gate as per drawing including hinges etc. complete.

STL.09 As per STL.01, but for window grills as per drawing including all necessary fittings and
fixtures.

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STL.10 Structural steel work same as item no.STL.01 but using standard tubular sections like
circular pipes, rectangular/ square hollow sections, etc. of approved make and confirming
to IS 1161/ IS 4923.

STL.11 As per Item no. STL.01 but with Cold rolled sections like Z / C section, Hollow sections etc.
conforming to IS: 811.

STL.12 Supplying, cutting and fixing in proper position welded wire mesh as shown on drawing,
including spot welding to structural steel members complete. Rate shall include for one
coat of Zinc Chromate primer and two coats of approved enamel paint. Item shall be
measured in Sq.mt. Structural steel members measured separately.

STL.13 Supplying, fabricating, bending, erecting, aligning and fixing in proper position M.S. black
sheet (H.R.) for the purpose of rain water gutter, cladding, flashing, apron, etc. as shown on
the drawings. Rate shall include for supplying all materials such as ISI mark welding rods,
bolts, nuts, etc. and like labour for the work of straightening, cutting, drilling holes,
necessary plants/equipment for assembling, bolting, welding, erecting, laps, wastage, etc.
complete as directed. Rate shall include for one coat of Zinc Chromate primer and two
coats of approved enamel paint after thorough cleaning of surfaces. Measurement of sheet
shall be on net area (sq. m) basis.

STL.14 As per item No.STL.01 but for roof ventilation work at ridge level as shown on drawing.

STL.15 Item same as STL.01 but for supplying, fabricating, erecting, aligning, fixing in position etc.
complete for furnace grillage and other furnace steel work as shown on the drawings. Rate
does not include any Zinc Chromate primer or enamel paint.

STL.16 Item same as STL.01 but for supplying, fabricating, erecting, aligning, fixing in position etc.
complete for Storage bins, silos steel work as shown on the drawings. Rate does not include
any Zinc Chromate primer or enamel paint.

STL.17 As per STL.01, but for G.I. gratings. Providing and fixing grating as per IS specifications over
internal drainage or external drainage work (i.e. Storm water drain) or on cable trench etc.
complete as per drawing and specification and as directed by Engineer in charge.

STL.18 Providing, laying & installing composite metal deck sheet of 0.6 mm thick (minimum yield
strength of Fy = 350 N/ sq mm). Rate to include cutting to required size securing to floor
beams with appropriate SDST screws, shear connectors / studs etc complete as per
specification and as directed by Engineer in charge. Actual measurement of plan area
should be considered for payment.

STL.19 Supplying, fabricating and erecting M.S. railing fabricated from M.S. pipes or angles, flats,
plates, square bars etc. Rate shall include for cutting, bending, drilling holes, bolts, nuts,
welding etc. complete with one coat of Zinc Chromate primer and two coats of enamel
paint. Measurement shall be on the basis of actual length of members and weight as per IS.

STL.20 As per STL.19 but for Stainless steel pipe railing of grade 316 of 1 no 50 mm dia. for
handrail, 1 no. 40mm dia. for vertical (including baluster) at every 1.0 m c/c, 25 mm dia.

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 1no & 16 mm dia. 2 nos. below handrail with all necessary fixtures etc. complete.
Measurement shall be applied for the inclined length of handrail.

STL.21 Same as STL.19 but providing powder coating of approved shade to railing members in
place of Zinc Chromate primer and enamel paint.

STL.22 Erecting, aligning and fixing in proper position mild steel portal frames, plate girder, gantry
girder, trestles, storage bins, trusses, columns, purlins, ties, bracing, sag bars, grills, etc.
complete at site. SUPPLY OF STRUCTRUAL STEEL SECTIONS AND PLATES BY OWNER. Rate
shall include for supplying all materials required for erection such as ISI Mark welding rods,
bolts, nuts, etc. and like labour for the work of straightening, cutting, drilling holes,
necessary plants/equipments for assembling, bolting, welding, erecting, etc. complete as
directed. Rate shall include for one coat of Zinc Chromate primer and two coats of
approved enamel paint after thorough cleaning of surfaces with shifting, loading, unloading
and transporting the sections within a lead of 1 km radius from site.

Measurement of steel shall be on the basis of length of the sections as per drawings and
standard weight as per IS code.

STL.23 Same as STL.01 but for strengthening of existing structural steel members by bolting/
welding hot rolled steel sections, plates, etc. Include for cleaning of existing structural steel
members/ its surfaces, necessary for proper connection between existing & new steel
sections & proper painting. Dismantling, of any existing structural steel member for
strengthening, if required, shall be measured separately.

Measurement shall be on the basis of weight, which shall be calculated using standard
weight of the section as per IS & net length/area of the new structural section used in
strengthening as per drawings. Weight of bolts, nuts & welding shall not be considered for
measurement.

STL.24 Strengthening work same as item no.STL.23 but using standard tubular sections like pipes,
etc. of approved make.

PAINTING TO STRUCTURAL STEEL

STL.31 As per item no. STL.01 but for providing composite aluminium-pigmented metal primer
and two finished coats of aluminium paint over the mild steel surfaces where there is
direct contact with aluminium roofing/cladding sheets likewise purlins, cladding runners,
etc. Other surfaces of purlins, runners, etc; which are not in contact with aluminium sheets,
shall be painted as per item no. STL.01.

STL.32 Painting to structural steel - apply one coat of Zinc Chromate primer and two coats of
approved enamel paint to the existing structural steel members, framed/ unframed at
any height. Include for complete cleaning of the surface with wire brush / sandpaper,
removing all loose rust, dust and other such foreign materials before applying the Zinc
Chromate primer. Measurement shall be on the basis of length of the sections as per
drawings and standard weight as per IS code.

STL.33 Providing & applying two coats of heat resistant Shalimar or equivalent paint after applying
required primer over structural steel surfaces.

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STL.34 Providing & applying one coat of Epilux 610 Epoxy primer (Berger make) and two coats
of Epilux 4 chemical resisting paint ( Berger make) over the structural steel members,
framed/ unframed at any height. Include for complete cleaning of the surface with wire
brush / sandpaper and as per the Paint Manufacturer’s instructions, removing all loose
rust, dust and other such foreign materials before application of Paint. Measurement shall
be on the basis of length of the sections as per drawings and standard weight as per IS
code.

STL.35 Extra over item no. STL.01 & STL.10 for providing two coats of aliphatic polyurethane paint
of ASIAN 1K PU or other equivalent with zinc phosphate primer, in place of enamel paint
over Zinc Chromate primer.

STL.36 Providing & applying Tractor/ ASIAN brand oil primer and two finished coats of
polyurethane water proof coating (TECHCOAT - 61P) applied inside the M.S. gutters.
Include for complete cleaning of the surface with wire brush / sandpaper and as per the
Paint Manufacturer’s instructions, removing all loose rust, dust and other such foreign
materials before application of Paint. Net area painted shall be considered for payment.

MISCELLANEOUS

STL.37 Supply & fix anchor fasteners of HILTI/ FISCHER make in existing concrete at specified
locations & levels as per Manufacturer’s directions.
Include for drilling in existing concrete, necessary scaffolding, cleaning, tools/ tackles and
finishing the surrounding surface of concrete, if damaged during the fastener installation.

STL.38 Supply & fix Chemical re-bars of HILTI/ FISCHER make in existing concrete at specified
locations & levels as per Manufacturer’s directions.
Include for drilling in existing concrete, cleaning, fixing reinforcement for required length
(measures separately). Grouting the hole with epoxy resin hardener as per Manufacturer’s
instructions, necessary scaffolding, tools/ tackles and finishing the surrounding surface of
concrete, if damaged during the re-bar installation.
Payment shall be on the basis of numbers of re-bar installed and failed locations, where
existing reinforcement is encountered, shall not be considered for payment.

STL.51 Dismantle existing fabricated structural steel members at any height – welded / bolted and
hot rolled/ cold rolled. Members shall include purlins, trusses, rafters, columns, frames,
runners, plate girders/ gantry girders, bracings, tie beams, grillage, sag rods, floor beams,
etc. Include for necessary cutting, storing the dismantled material within the site or using
the same in construction work within the site as directed by the Engineer.
Contractor shall get the dismantling methods and sequence approved by the Engineer prior
to starting the Work. Rate to include all necessary scaffolding, necessary temporary
supports/ propping/ covering, safety measures to avoid any damage to the surrounding
buildings/ structures – all to the satisfaction of the Engineer.
All usable dismantled materials shall be the property of Client and shall be stacked within
the Site as directed by the Engineer. All rubbish/ wastage/ debris shall be disposed off from
the Site by the Contractor.
Measurement shall be on the basis of weight, which shall be calculated using unit weight of
the section as per IS & net length/area of the structural section as measured. Weight of
bolts, nuts & welding shall not be considered for measurement.

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Consultant: S3M Design Consultants LLP Page 38
WAL WALLS & PARTITIONS

General for all items described under “Walls & Partitions” :

• Minimum crushing strength (unless specified otherwise) for masonry bricks/ blocks
shall be –
o burnt clay bricks - 35 Kg/ cm2
o Fly ash bricks - 75 Kg/ cm2
o Solid / hollow concrete blocks - 40 Kg/cm2
o Aerated autoclaved (AAC) blocks - 35 Kg/ cm2
• Bricks/ blocks shall be procured from an Approved supplier only.
• All the masonry work shall conform to relevant Indian standards as follows –
o burnt clay bricks - IS: 1905, IS: 2212, IS: 3495, IS : 1077
o Fly ash bricks - IS: 13757
o Solid/ hollow concrete blocks - IS : 2185
o Aerated autoclaved (AAC) blocks - IS: 2185 & IS: 6441
• The rate shall include for supply of all materials, labour, cutting, scaffolding, tools &
tackles, raking out joints, curing, wastage, etc. complete in true line, level & Plumb.
• Rate to also include masonry work of any shape in walls (straight/ curved/ tapered),
columns, steps, parapet, machine foundations, drains/ trenches, etc. and for toothings
/ key formation, embedding sanitary / water supply/ rain water pipes, forming
openings, etc. complete.

WAL.1 Brick masonry in 1:6 cement sand mortar with well burnt locally available approved quality
bricks as per drawing - in true line, level and plumb.
Brick masonry under this item shall be measured in M3.

WAL.2 Same as item no. WAL.1, but brick masonry in 1:4 cement sand mortar.

WAL.3 Same as WAL.1 but half brick masonry in 1:4 cement sand mortar in walls at any height.
Rate to include provision of 2 nos. – 8 mm reinforcement bars at every 6th layer.
Reinforcement bars measured separately under item RF.
Masonry under this item shall be measured on the basis of net area of wall in M2.

WAL.4 Same as WAL.3 but for masonry with brick-on-edge.

WAL.5 Same as WAL.1 but for brick masonry beneath A.C. roof with 1:6 Cement sand mortar.
Measurement shall be in M. length.

WAL.6 Extra over item no. WAL.1 & WAL.2 for providing bricks having minimum crushing strength
of 70 Kg/cm2 at any height.

WAL.7 Same as WAL.1 but Random Rubble masonry from approved quality locally available rubble
/ stones up to Plinth, having minimum thickness of 300 mm. Stones with round edges shall
not be used. Provide bond stone of full width of the Wall at every 1.2 m2 area of wall. Rate
to include for hammer dressing, struck finish joints, curing, scaffolding, wastage, etc.
Quantity shall be worked out on the basis of thickness of wall showed in the drawing & unit
of measurement shall be in M3.

WAL.8 Same as WAL.1 but Block masonry with Solid concrete blocks (1 cement : 6 mixed
aggregates) of specified thickness. Blockwork under this item shall be measured in M3.

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WAL.9 Same as item no WAL.1 but using Fly ash bricks having minimum crushing strength of
75kg/cm2.

WAL.10 Same as item no WAL.2 but using Fly ash bricks having minimum crushing strength of
75kg/cm2.

WAL.11 Same as item no WAL.3 but using Fly ash bricks having minimum crushing strength of
75kg/cm2.

WAL.12 Same as WAL.8 but using Grade A type hollow concrete blocks (IS: 2185 – Part 1).

WAL.13 Same as WAL.01 but using Autoclaved Aerated blocks conforming to IS:2185 in 1:4
cement sand mortar as per Manufacturer’s specifications.
WAL.14 Providing and laying in position as shown in approved drawing or as directed by Engineer,
dense refractory/ fire bricks of approved make with proper jointing with fire clay mortar.

WAL.15 Same as WAL.1. But using approved quality bricks for exposed surface, of approved make
of Jay Jalaram & size of 220 MM X 106 MM X 67 MM having crushing strength more than
75kg/cm2 & with proper joining with 1:4 cement mortar as per approved drawing or as
per Engineer’s direction.

PARTITIONS

WAL.21 Supply & fix 190 mm x 190 mm x 80 mm glass bricks as per good quality approved sample
at any floor / height and as per the levels & shapes showed in the drawing. Bricks shall be
laid using PVC spacer and the joints shall be filled with 1 white cement : 2 sand mortar.
Rate to include for wastage, curing & cleaning.
Unit of Measurement shall be M2.

WAL.22 Supply & Fix 74 mm thick partition with single layer of 12 mm thick tapered edge HILUX
Calcium Silicate boards over either side of 48 mm studs provided at 610 mm c/c. The
studs shall be fixed in 50 mm wide channels provided at floor & ceiling. Studs & channels
shall be made of G.I. Steel. Gypsum boards shall be screwed to the studs with 25 mm long
self tapping screws. Joints of the Gypsum board shall be staggered
Rate to include for jointing & finishing of square & tapered edges to have a flush seamless
surface, joint paper tape, joint compounds, cutting, wastage, all hardware, making
cutouts/ openings, notching for utility conduits, surface preparation and two coats of flat
enamel distemper.
Measurement shall be on the basis of net area of partition in M2.

WAL.23 Same as WAL.22 but 96 mm thick partition with two layers of 12 mm thick HILUX Calcium
Silicate boards having tapered edges – fixed on either side of Studs.

WAL.24 DELETED

WAL.51 Dismantle plastered/ unplastered masonry (brick/ block) in walls and partitions at any
height as per the instructions of the Engineer.

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 Rate to include cutting the reinforcement, if any, in masonry, finishing the damaged
surfaces to match with the existing surrounding surfaces, scaffolding & other safety
measures, tools & tackles and disposing the debris within a lead of 1 km. as directed.
Measurement shall be in m3 of the masonry dismantled.

WAL.52 DELETED

WAL.53 Same as WAL.51 but for Rubble masonry.

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WPR WATER PROOFING

Unless otherwise specified, The Contractor shall carry out water proofing treatment in
basements, terrace, water retaining structures, sunken portion/ floors of bath, W.C. and
kitchen etc. through an approved firm like India Water Proofing Company.

The Contractor shall provide a guarantee for Ten years on a stamp paper in an approved
form. While tendering, The Contractor should specify the type of treatment proposed to be
provided and the details of the specialist agency, which will carry out the treatment.

Any defects/leakages noticed during the guarantee period shall have to be rectified within a
week time free of cost by the Contractor including reinstating the surface to its original
condition and finish.

The rates shall include drying and cleaning the surface free of dust. The rates shall include
for providing water proof lime/cement concrete terracing of adequate thickness to give
desired slope for drainage of rain water from terrace. The actual area treated shall be
measured and paid for. No extra shall be paid for any fillets, grooves or rounding.

WPR.1 Water proofing for basement including walls, floors, lift pits, etc. to prevent
ingress/dampness from outside water.

WPR.2 Supplying and applying water proofing treatment for basement including walls, floors, lift
pits, etc. at any depth and also on walls above plinth by using acrylic based polymer
modified cementitious material like “Tapcrete – 151” of CICO or other approved
equivalent coating in two coats as per Manufacturer's requirements and as directed by the
Engineer. Include for preparation of surface, wastage, curing, etc. as specified by the
Manufacturer. Measurement shall be on the basis of net area water proofed.

WPR.3 Providing and laying Box Type Water proofing outside furnace foundation as per
following specifications -
Horizontal surface:
About 20 mm thick layer of cement mortar 1:4 mixed with approved waterproofing
compound to be spread over good quality lean concrete. 6 mm down stone aggregates to
be spread at random and to be embedded in the layer already provided. Rough quarry
finished Kotah stones (450mm x 300 mm, 25 mm thick) shall then be laid over the bed
mortar leaving a gap of Approx. 10 to 12 mm between stones. The joints so formed shall
be grouted manually with cement slurry mixed with approved quality water proofing
compound and coarse material. A final layer of approx. 18 mm thick cement mortar 1: 5
shall then be laid. Raft to be cast over this layer.

Vertical Surface:
Kotah stone slabs (20 mm thick) shall be placed on the face of wall leaving a gap of about
average 12 mm between wall and inside face of the stone. The outer of the stone to be
covered with 1:5 cement mortar (12 mm thick) after the gaps are filled with cement slurry
and mixed with water proofing compound and coarse aggregate. Rough plaster shall be
finished smooth.

Joint at intersection of horizontal and vertical surface will be finished with vata in rich
mortar with coarse aggregates.

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WPR.4 Providing & laying cement water proofing of average 125mm thickness for terraces
using cement mortar 1:5, arranging brickbats according to the slope, adding suitable
water proofing chemical for water tightness and again providing on top cement mortar
1:4 including addition of water proofing chemical, finishing the top with neat cement @
2.75 kg/ m2 and preparing the rough surface as per the direction. The treatment shall
be carried out up to 300 mm height of parapet wall (75 mm. deep groove to be
provided for this purpose in the parapet wall) with 75 mm round fillet at junction of
terrace and the parapet wall.

WPR.5 Providing and laying 4 mm thick APP modified polymerized bituminous membrane at
any height with mineral finish by gas torching. Rate to include bitumen primer coat at
0.25 kg/m2, minimum overlaps of 100 mm on sides & ends etc. as per Manufacturer’s
Specifications. Rate to include 50 mm thick screed 1:2:4 (1 cement :2 coarse sand: 4
graded stone aggregate) as protective layer. Rate shall be paid on the basis of net
surface area applied.

WPR.6 Supplying and laying chemical water proofing treatment to the sloping / flat floor at
any height with product of Krishna Conchem / CICO/ Choksi Chemicals as per
Manufacturer’s instructions & having layers -

A. A seal coat of acrylic resin based emulsion like “Sealer"

B. Self priming coat of acrylic emulsion polymer modified cementitious material like
Hydracrete - ACR

C. A polypropylene mesh of 0.5mm to 1.0 mm thickness

D. Two coats of Hydracrete - ACR

include for preparation of surface, backing, curing and making fillets at the edges
/corners, grooves, etc. Net area water proofed shall be measured.

WPR.7 Same as item no. WPR.1 above but at sloping / vertical walls and without
polypropylene mesh.

WPR.8 Providing and laying Tar felt water proofing treatment over sloping roofs
(AC/GI/Timber) as per IS: 1346(1976) or latest. The rate shall also include covering bolts
using bitumen felt washers.

WPR.9 Providing & laying Chemical Water proofing in sunken slabs of bath, W.C., terrace etc.
Provide 15 mm thick 1:3 cement mortar plaster with acrylic based water proofing
compound ‘Hydro shield’ of ConTech Chemicals or other approved equivalent on
vertical surfaces. Provide 40 mm thick IPS using 1:2:2 cement : sand : grit with acrylic
based water proofing compound ‘Hydro shield’ of ConTech Chemicals or other
approved equivalent on floor of the Sunk with a 75 mm fillet at junction of vertical
surface and the floor.

WPR.10 Filling in sunken slabs of toilets, kitchen, terrace or any other area with approved quality
light weight material in layers, watering, ramming, etc. as directed. Include for freight,

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 transportation, loading, unloading, taxes, royalty, screening, mixing, etc. Actual
measurement of compacted fill shall be considered.

WPR.11 Supplying and applying integral penetrating crystalline waterproofing treatment like
“Penetron by Penetron USA” or other approved equivalent having speed of penetration
of 31 cms in 56 days and resistance to 16 bar hydraulic water head for basement
including walls, raft, lift pits, etc. at any depth as per Manufacturer's requirements and
as directed by the Engineer. Complete work shall be carried out by the authorized
applicator as per the manufacturer’s approved method of waterproofing. Rate to
include cleaning of surfaces by water jet, preparation of surfaces etc. as specified by the
Manufacturer. Measurement shall be on the basis of net area water proofed.

WPR.12 Rate to include supply and use of water proofing additive Accoproof or equivalent of
approved make in cement concrete or cement mortar as directed.

WPR.13 Supplying and laying damp proof treatment using bitumen felts in accordance with IS:
1609 (latest edition).

WPR.51 Removing existing water proofing layers including bitumen, brickbat coba etc. from
terrace, stair cabin etc. lowering the dismantled materials, stacking and storing the
reusable materials, removing the debris as directed up to a lead of 1 km., if any, etc.
complete as directed by the Engineer.

WPR.52 Removing filling from sunk portion of toilet block.

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FLR : FLOORING

Rate shall include for supply of all materials, labour, plant, fixing in position, providing falls
for proper drainage, bedding, scaffolding, compacting, polishing if required, curing, etc.
complete. The rate shall include for work in any position, height and floors. The rates shall
include for cutting, fitting and making good up to desired satisfaction of the Engineer. Work
under this item shall be measured in M2.

All tiles/ flooring material shall be for first grade quality.

NATURAL STONE FLOORING

FLR.01 Providing and laying 4O mm thick / 25 mm thick rough Kotah stone of approved quality
with selected and sorted for uniform colour in floors, platforms, ottas, sills etc. as directed.
Rate to include for dressing, 1:6 cement mortar bedding, properly jointed and curing etc.
complete.

FLR.02 Providing and laying green polished kotah stone of approved quality having size not larger
than 600 mm, selected and sorted for uniform colour in floors, dado, ottas, jambs, parapet
top, etc. as per design with nominal pattern, edge moulding and as directed. Rate to include
for necessary bedding in 1:6 cement mortar, jointing, polishing with oxalic acid (3 or more
coats as required), curing, daily moping with water & kerosene for at least 15 days, etc.
complete.

FLR.03 Same as per item FLR.02 but for providing 25 mm thick polished Kotah stone skirting on
walls including making jari and finishing the same. Include for making 8 mm size groove in
plaster just above the stone and finishing the skirting flush with the wall plaster.

FLR.04 Same as item no FLR.02 but, providing joints of size 5mm x 10mm and filling with epoxy
mortar of approved make and as per Manufacturer’s specifications.

FLR.05 Providing and laying in position 25 mm thick polished Kotah stone of uniform color and
sorted out for green colour in single piece for steps, risers and landing of staircase and
window sills as per drawing including providing necessary cement mortar 1:2 bedding with
cement slurry, forming grooves as per details, rounded edges, curing, polishing with oxalic
acid (3 coats or more as required), daily moping with water & kerosene for at least 15 days,
etc. complete.

FLR.06 Providing and fixing 25 mm thick green single polished kota stone of uniform size and
colour in single pieces for platforms, sinks, shelves (double polished), morry, etc. in dado or
fascia including necessary edges machine cut (uniform thickness), rounded edges,
necessary cement mortar bedding, cement slurry, cement jointing, polishing with oxalic
acid (3 coats or more as required), daily moping with water & kerosene for at least 15 days
& providing hole for sink etc. complete.

FLR.07 As per item FLR.06 but using polished cuddappa stone.

FLR.08 As per item FLR.06 but using polished Chittor stone.

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FLR.09 Providing and fixing double polish kota flooring 25 mm to 40 mm thick over 25 mm cement
mortar (1:2) bedding and cement slurry, size of kota stone 60 cm x 60 cm using 25 mm
white marble/jaislemer stone strip or as detailed drawing or as per direction of the
Engineer’s, joining with gray cement slurry mixed with pigment for matching the shade of
the stone, curing, rubbing, machine polishing, wax polishing etc. complete as directed.
FLR.10 Providing and fixing double polish green kota stone flooring 25 mm to 40 mm thick over
25mm cement mortar (1:2) bedding and cement slurry, size of kota stone 60 cm x 60 cm as
per detailed drawing or as per direction of the Engineer’s, joining with gray cement slurry
mixed with pigment for matching the shade of the stone, curing, rubbing, machine
polishing, wax polishing, etc. complete as directed.

FLR.11 Providing and laying dressed and single polished "Dholpur" red stone 40 mm thick in
flooring, skirting in required sizes, shapes as directed. Rates to include for necessary cement
slurry, 1:4 cement mortar bedding, jointing in cement slurry mixed with pigment of
approved shade, forming grooves, pointing, curing etc. complete.

FLR.12 Providing and fixing single polished Jaisalmer yellow stone combined with marble stripes
with pattern as per drawing or as per direction of the Engineer’s,( Approximate area of
Jaislemer 80% and marble 20%) in flooring, dado 25mm thick over 25mm cement mortar
(1:2) bedding and cement slurry, joining with gray /white cement/ slurry mixed with
pigment for matching the shade of the stone, curing, rubbing, polishing and finish as
directed.

FLR.13 Same as item no. FLR.02 but using ‘Jaisalmer’ yellow stone.

FLR.14 Same as per item FLR.03 but using Jaisalmer yellow stone

FLR.15 Same as item no. FLR.02 but using approved quality marble.

FLR.16 Same as per item FLR.03 but using approved quality marble.

FLR.17 Same as per item FLR.02, but using approved quality granite.

FLR.18 Same as item FLR.03 but using approved quality granite.

FLR.19 Providing and laying in position 20 to 25 mm thick single polished Red Dholpur stone of
uniform and sorted out for colour in single piece for steps, risers and landing of staircase as
per drawing including providing necessary cement slurry, 1:4 cement mortar, bedding
jointing in cement slurry mixed with pigment of approved shade, forming grooves, pointing,
curing etc. complete.

FLR.20 Extra over item no. FLR.17 for “rivers wash” finish to the Stone.

FLR.21 Extra over for providing mirror finish polish on kota / marble flooring using 500 to 2000 grit
emery, polishing in six stages and final finishing with 2000 emery grit, tin oxide and felt
pads. Work to be carried out with vibration free polishing machine having rubber mounted
wheels.

FLR.22 Extra over for providing mirror finish polish to kota / marble skirtings using 500 to 2000 grit
emery, polishing in six stages and final finishing with 2000 emery grit, tin oxide and felt
pads.

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TILING IN FLOOR & DADO

FLR.26 Providing and laying in position average 9 mm to 10 mm thick homogenous, full body
vitrified tiles of first quality with polish first grade finish ( P-1), Kajaria, Johnson, Asian or
Somani make, in floors, sills, jambs , of approved make, color and size , in cement slurry
over minimum 15 mm thick 1:4 cement mortar bedding. Tiles shall be without any chamfer
at the edges (joint less type), shall have scratch hardness of min. 7 on Mho’s scale and shall
meet chemical resistance standards of relevant ASTM/ DIN.
Rate to Include for laying in proper position, slope and level, grouting / painting of joints
with white cement and matching pigment, curing, providing, laying and removing (before
handing over the floor) 3 mm thick protection sheet, acid cleaning, etc. complete as
directed.

FLR.27 Same as per item FLR.26 but providing on walls with 6 mm thick backing, including making
jari and finishing the same. Include for making 8 mm size groove just above the tiles and
finishing flush with the wall plaster.

FLR.28 Same as item FLR.26 but for 75 to100 mm high skirting. Rate to include for 8 mm groove in
the plaster just above the skirting and making the skirting flush with the plaster.

FLR.29 Providing and laying in position 6 mm thick glazed tiles of first quality Johnson or Somani
Pilkinton or approved equivalent ceramic tiles or marble tiles in floors, skirting, dado, sills,
jambs and channel in cement slurry over minimum 12 mm thick 1:4 cement mortar
bedding. Rate to include for laying in proper position, slope and level, closed jointed and
painted with white cement including curing, acid cleaning etc. complete as directed.

INDUSTRIAL FLOORS

FLR.35 Rate to include for immediate finish with Cement slurry and Steel trowel to concrete
surfaces of slabs, lofts, shelves, etc. in line and level complete.

FLR.36 Providing, making & fixing polished Kota stone coving of specified height and breadth,
machine cut from Kota stone cube. The farthest point of coving’s height and breadth shall
be connected by an arc of circle having radius 30 mm to 35 mm, jointed with epoxy mortar,
corner pieces, mirror polishing, etc. complete. Measurement shall be on the basis of actual
length of coving provided.

FLR.37 Providing & making coving with epoxy mortar and finishing with three coats of epoxy
paint applied over prepared surface by applying primer & epoxy putty – all of Fosroc or
other approved make and as per the Supplier’s instructions. Measurement shall be on the
basis of actual length of coving provided.

FLR.38 Providing & laying 3 mm thick 4 pack self levelling Epoxy floor such as Nitoflor SL 2000 of
Fosroc or approved equivalent over R.C.C. floor as per Manufacturer’s instructions.
Include for preparing the surface, application of primer and epoxy resin, base and
hardener, quartz filler material, making groove in the joints of R.C.C. floor and sealing
them with epoxy, etc. complete. Measurement shall be on the basis of plan area covered.

FLR.39 Supply and lay Acid Resistant tiles of approved make and of thickness not less than 10mm.
confirming to IS 4457 -1967. Tiles to be laid over completely cleaned surface, free from dirt

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 and dampness and over a back-coat of Potassium silicate based mortar as per
Manufacturer’s instruction. After the bedding mortar is properly set, the joints shall be
completely filled up with Epoxy mortar as per Manufacturer's recommendations. Include
for all wastage, cutting and fitting around socket outlets and other such fittings, cleaning of
tiled surface after joint filling etc. complete.

FLR.40 Supplying & installing false flooring (raised access flooring) over the sub floor including all
panels, stringers, pedestals, fixing hardware, cutting, wastage, labour, etc. complete for
finished floor height up to 400 mm above sub floor. Floor tile / panel shall be 600 mm x 600
mm x approximately 35 mm thick (100 % interchangeable) having in fill of light weight
cementitious materials / phenol bonded particle board, with factory pressed high pressure
antistatic decorative laminate of 1 mm thickness. The pedestals/ jacks shall be of 25 mm
dia. Zinc plated M.S. pipe with top & bottom plates, threaded top and 2 nuts for level
adjustment. Jacks / pedestals shall be securely fixed with the sub floor with steel screws &
adhesive. The stringers supporting the panels shall be of MS rectangular pipes. General
arrangement shall be made as per drawings and complete floor adjusted to suit the room
dimensions. Payment shall be on the basis of net plan area of the floor.

FLR.41 Providing & laying Nitoflor Hardtop ( at 4 kg/m2) of Fosroc /sika, chapdur or other approved
equivalent non metallic monolithic surface floor hardening compound over fresh concrete
(vacuum dewatered surface) as per the manufacturer’s instructions. Moh’s hardness of the
aggregates of the compound shall not be less than 8. Include for all labour, wastage, curing,
finishing, etc. complete.

FLR.42 Providing & applying concrete densifier such as “Ashford Formula” or approved equivalent
over concrete surface as per the manufacturer’s instructions. Include for all labour,
wastage, curing, finishing etc. complete in all respect. Payment shall be on the basis of net
plan area of the floor.

FLR.43 Providing & laying 2 mm thick ESD (Anti-static) flooring such as Floorkote ESD of Cipy or
approved equivalent over floor as per manufacturer’s specifications & instructions. Rate to
include for the following –
• Cleaning of surface – Scrubbing, Acid itching, alkaline wash & water wash. Remove
all residues by using the solvent / degreaser.
• Measuring dampness of the grade slab, over which the anti static flooring is being
applied.
• Priming - Apply two component, low viscous epoxy primer having 1:1 volumetric
ratio of resin and hardener to provide a DFT of around 200 microns.
• Copper tape – supply & fix 50-100 microns thick, self adhesive (conductive type)
copper tape to ensure quick transfer of charge.
• Conductive primer – Supply & apply epoxy based conductive coat, Floorkote ESD
having a volumetric ratio of resin and hardener in 4:1, to yield a DFT of 100
microns, Self leveling top coat: Providing and applying EPU based conductive self
leveling top coat containing anti stats to yield a thickness of 1700 microns.
• Testing : After completion of the application, test the surface resistivity of the floor
to achieve a range of 1 x 105 Ohms to 1 x 108 ohms.

Include for all labour, treating the construction joints of the floor, wastage, tools,
tackles,etc. complete. Measurement shall be on the basis of plan area covered.

EXTERNAL PAVING

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FLR.51 Providing and laying over well compacted ground, 50 mm to 65 mm thick rough red stone
of approved quality as directed. Rate to include for compaction of soil and 1:6 cement
mortar bedding, properly jointed and cured etc. complete.

FLR.52 Brick on edge paving with 1:6 cement mortar as sub base of flooring in line and level
including curing, providing falls for proper slop etc. complete as per drawing and design.

FLR.53 Providing and laying Paver blocks of KARNAVATI or other approved equivalent (minimum
Comp. Strength 300 kg/cm2) of approved shape and colour as per architectural pattern.
(25% Coloured and 75% gray). Special pieces to make straight edges at corners / edges shall
be provided and laid. No cutting / in-situ concrete shall be allowed at site. Include for 50mm
thick sand bedding below the paver and filling the joints between paver block with sand
filling by light duty vibrator plate roller. Measurement shall be on square meter basis of the
finished paved area.

FLR.54 Providing and fixing “SUPER TILES” or other approved equivalent 25mm thick Paving tiles
with desired shade and pattern including cement mortar bedding of 30mm average
thickness in CM 1:6, floating of cement slurry mixed with pigment to match shade of tiles,
jointing, curing, cutting to match required dimensions at site, finishing, transportation,
wastage, etc. complete. Measurement as the basis of net area of tiles laid.

TRADITIONAL FLOORS

FLR.61 Rate to include for providing 20mm thick grano topping over freshly laid R.C.C. slab as per
IS:2571 with mixing of improved Rockite or equivalent in cement as per Manufacturer's
specification and compacting, finishing, curing, etc. complete as directed.

FLR.62 Rate to include for supplying and laying 25mm thick mosaic tiles in flooring in average
30/50mm thick 1:2 lime mortar and in skirting or dado in average 20MM thick 1:2 Cement
mortar bedding. Rate for desired size and colour make from good quality marble chips in
grading No.3, 4 and 5 in desired proportion. Include for bedding topped with cement slurry
closed joints and joints pointed with matching, colour cement slurry, including curing,
machine polishing, washing and wax polishing as directed. Rate to include wastage also.

FLR.63 As per item FLR.62, but providing on walls as dado/skirting including making jari and
finishing the same. Dado/skirting shall not be projecting more than 12mm from plastered
surface.

FLR.64 40 mm thick marble chips flooring rubbed and polished to granolithic finish of approved
colour under layer 31 mm thick cement concrete 1:2:4 ( 1 cement, 2 coarse sand, 4 graded
stone aggregate 12.5 mm nominal size) and top layer 9 mm thick with white, brown or
white and brown marble chips of size from 4 mm to 7 mm nominal size laid in cement
marble powder mix 3:1 (3 cement, 1 marble powder) by weight in proportion of 4:7 (4
cement marble powder mix: 7 marble chips) by volume including cement slurry rounding of
edges and glass/pvc strips (treads) (40 mm x 4 mm) nosing of steps etc. complete. Include
for use of white cement only.

FLR.65 As per item No. FLR.64 but using grey cement.

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FLR.66 Providing and laying 50 mm thick I.P.S. flooring with under layer of 38 mm thick 1:2:4
cement concrete with 20 mm graded stone aggregate in alternate panels not more than 10
sq. m area and 12 mm thick 1:1 cement mortar with a suitable mineral pigment, as
directed. The topping shall be mixed and laid in panels conforming to IS: 2114. The rate to
include for forms, machine mixing, curing, preparing grooves and finishing etc; complete.

FLR.67 As per item FLR.66 but for replacing mineral pigment in top 12 mm layer by metallic floor
hardener (Ironite or approved equivalent) as per Manufacturer's specifications.

FLR.68 As per item no FLR.66 but 60mm thick with two layers of 24 gauge chicken mesh.

FLR.69 Marble chips skirting/dado 21mm thick with under layer 15mm thick cement plaster
rubbed and polished to granolithic finish of approved colour, top layers 6mm thick with
white, brown or white & brown marble chips of sizes from smallest to 4mm nominal size
laid in cement marble powder mix 3:1 (3 cement, 1 marble powder) by weight in proportion
of 4:7 (4 cement marble powder mix: 7 marble chips) by volume (including risers). Rate to
include for using white cement only.

FLR.70 As per item no. FLR.69 but using grey cement.

TERRACE FINISH

FLR.71 Supplying, laying and fixing well burnt first quality Manglore tiles on slopping slab with
12mm bedding of C:M 1:2. Rate to include ridge pieces, wastage laps valley piece etc.
complete. Rate shall be paid on the basis of surface area of basic element.

FLR.72 Supplying, laying and fixing well burnt first quality Manglore tiles on sloping structural steel
roof. Rate to include for ridge pieces, valley pieces, wastage, laps etc. complete. Rate shall
be paid on the basis of surface area of basic element. Structural steel members measured
separately.

MISCELLANEOUS
FLR.75 P.V.C. Tiles - Supply and lay P.V.C. tiles of approved make, colour and pattern with thickness
not less than 1.6mm. Use adhesive in accordance with Manufacturer's recommendations.
Remove undulations in screed before laying tiles. Include for all cutting and fitting around
socket outlets and other fittings. Also include two coats of water/wax emulsion polish as
per Manufacturer's recommendations.

FLR.76 Providing and laying glass mosaic tiles “BISAZZA” or other approved equivalent having
colour and design as approved. Lay over smooth plaster (measured separately) with “BAL”
or other approved adhesive as per Manufacturer’s instructions. Include for Jointing with
white cement slurry mixed with pigment of approved shade, forming grooves, pointing,
curing, wastage etc. complete. Measurement as the basis of net area of tiles laid.

FLR.77 Supply and lay HDF (High density Fiber Board) AC5 / IC3 series laminate flooring and
skirting of Pergo / Tarkett or other approved equivalent make for Use class 33/23 and
having inbuilt sound proof backing and thickness of 9mm. Include for laying the wooden
floor over alkali resistant PVC Film of 1000 gauge and 2 to 3 mm thick armour of
approved brand as per Manufacturer’s instructions. The edge of tongue and groove of
planks shall be duly impregnated with paraffin. Rate shall also include for PVC capping at

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 skirting, all wastage, cutting and fixing all layers, cleaning etc. complete. Measurement
shall be on the basis of net area of wooden floor / skirting laid.

FLR.78 Providing & fixing in position at any height 6 mm. thick broken glazed tiles in size 12 mm to
20 mm, of odd sizes and shapes laid in approved crazy pattern (with one or more color in
pattern, as directed) for floor/ dado having plain or curved surfaces, in cement mortar 1:3
proportion with cement, floating, joints finished with white or approved colour cement
including tamping, watering, curing, cleaning with oxalic acid, etc. complete as per the
Engineer’s instructions.

DISMANTLING
FLR.91 Removing existing flooring including polished Kota stone / IPS / tiles, bedding etc. complete.
Include for removing the debris as directed by the Engineer up to a lead of 200m.
RCF ROOFING, CLADDING & FALSE CEILING

RCF.01 Supplying, laying and fixing at any height 0.5 mm thick Hi-rib silicone modified polyester
coated (RMP Coated) galvalume sheets of min. 550 MPa yield strength steel in roof or wall
cladding with self tapping screws of 8 mm dia. with G.I. and EPDM/ neoprene washers,
nuts, including cutting, laps, butyl tape sealer, wastage, breakage etc. complete.

The sheets shall be of AZ150 class (aluminum zinc coating of 150 grams per sq. metre) with
coated alloy of 55% Aluminium, 43.5% Zinc and 1.5% Silicon and of approved color with top
surface coated with 20-25 microns of coating (including 5 micron epoxy primer) and bottom
service coat with 10-15 microns. Sheet material & painting shall confirm to ASTM standards
ASTM A 792 & ASTM A 755. Sample and shade of the sheets shall be got approved from the
Engineer prior to the procurement.

The contractor shall carry out the work for laying and fixing of roofing / cladding sheets as
per Manufacturer’s instructions. Length of the sheets shall be so supplied that the laps
along the length of the sheet are minimized. All Lapping of sheeting panels at sides & ends
shall have 6 mm wide x 5 mm thick butyl tape sealer having non toxic, non shrinking, non
drying and non asphaltic properties. Solid or closed cell Ethylene Polypropylene Terpolymer
type Foam filler/ closures having same profile as sheeting panels shall be provided at eaves,
ridge & other locations.

Measurement shall be on net area covered.

RCF.02 Same as RCF.01 but for Pre color coated Galvalume sheet accessories in proper position of
ridges, corner pieces, apron pieces etc. including cutting, lap, wastage, breakage, butyl
sealer, neutral curing silicone rubber sealant, etc. complete as directed. Measurement shall
be on net length.

RCF.03 Same as RCF.01 but, using approved quality PUF insulated sandwiched roof/ cladding panel.
Roof/ cladding panel shall have 50 mm thick PUF (40 kg/m3 density) insulation sandwiched
between 0.5 mm thick pre colour coated G.I. sheet of approved corrugation as exterior face
and 0.5 mm thick pre colour coated G.I. sheet of approved corrugation as interior face.

RCF.04 Supplying and fixing 2 mm thick clear Translucent polycarbonate sheet of GE, Lexan, Sabic
or other approved make and design (corrugations to match with roofing/ cladding sheets)
in skylights/ roof at any height with step flange including fixing with brass screws / self
tapping screws of 8 mm dia. with G.I. & EPDM/ neoprene washers & nuts as per

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 Manufacturer’s instructions, neoprene gaskets, silicone neutral grade sealant, etc.
complete. Measurement shall be on the basis of net area of the polycarbonate sheet.

RCF.05 Supplying, cutting, laying and fixing in position 0.71mm (22 gauge) industrial troughed
aluminium sheets "JINDAL" Brand or equivalent (Stucco finish) for roofing including bolting,
riveting, temporary scaffolding, if required, etc. complete as per specifications and as
directed. Rate shall also include for laps, wastage, aluminium fasteners such as hook bolts,
seam bolts, washers, nuts, pressure sensitive butyl sealing tape on all the joints to assure
water tightness, etc. The Contractor shall carry out the work for laying and fixing of
roofing/cladding sheets as per Manufacturer's instructions. Measurement shall be on the
basis of net area covered.

RCF.06 Same as RCF. 05 but 0.71mm (22 gauge) aluminium sheets in ridges, north light curve,
apron piece, corner piece, flashing, louvers etc. including cutting, lap, wastage, breakage,
butyl sealer, neutral curing silicone rubber sealant, etc. complete as directed. Measurement
shall be on net length.

AC SHEETING
RCF.07 Supplying, laying and fixing of 6 mm thick gray corrugated asbestose "Everest Brand" or
equivalent sheets in roof with G.I. "J" or "U" or cranked bolts of 8 mm dia. with G.I. and
bitumen washers, nuts including cutting, lap, wastage, breakage etc. complete.
Measurement shall be on net area. The Contractor shall carry out the work for laying and
fixing of roofing/cladding sheets as per Manufacturer's instructions. Side lap shall be 1.5
times the dimension of corrugation.

RCF.08 As per RCF.07 but for side cladding and louvers.

RCF.09 Supplying, laying and fixing of 1.6 mm thick (approx) fiber reinforced plastic (FRP)
translucent corrugated sheets in roof with G.I. "J" or "U" or cranked bolts of 8 mm dia. with
G.I. and bitumen washers, nuts including cutting, lap, wastage, breakage etc. complete.
Measurement shall be on net area. The Contractor shall carry out the work for laying and
fixing of roofing/cladding sheets as per Manufacturer's instructions. Corrugations to match
with A.C. corrugated/ Trafford sheet or G.I. corrugated sheet or Aluminium corrugated or
profile sheets.

RCF.10 Supplying and fixing in proper position of asbestos cement ridges corner pieces, apron
pieces etc. including cutting, lap, wastage, breakage etc. complete as directed.
Measurement shall be on net length.

RCF.11 Supply and fix A.C. half round gutter including fixtures, nozzles, drop-end with spigot or
sockets, stop end, union clips, clamps etc. complete as directed. Rate for using Everest
Brand or approved equal.

RCF.12 As per item RCF.11 but for A.C. boundary wall or Eaves gutters.

RCF.13 As per item RCF.11 but for A.C. valley gutters.

RCF.14 Supply and fix A.C. rain water pipe including fixing brackets, clamps, collar, shoe etc.
complete.

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RCF.15 Supplying and fixing in proper position asbestos cement Extractor in roof including fixtures
complete. Rate for Everest Brand or approved equivalent.

RCF.16 Supplying, laying & fixing of 22 B.W.G. galvanized corrugated iron sheets of approved
quality and make in roof with 8mm dia. in G.I. J or U bolts with G.I. limpet, bitumen
washers, nuts, laps, wastage, including cutting, etc. complete as per ISI specifications.
Measurement shall be on net area.

RCF.17 As per item RCF.16 but for side cladding.

RCF.18 Supplying, making, laying and fixing in proper position of 22 B.W.G. galvanized iron sheets
in ridges including cutting, laps, wastages, etc. complete. Measurement shall be on net
length.

RCF.19 As per item RCF.18 but for apron piece, corner piece, flashings, louvers etc.

RCF.20 Same as RCF.01 or RCF.04 but excluding sheet supply. Owner will supply the sheets at Site
of Work.

RCF.21 Same as RCF.02 but excluding supply of accessories. Owner shall supply accessories at the
Site of Work.

GUTTERS & MISC. ITEMS

RCF.22 Supply, fabricate and fix in proper position, galvanized iron 18 gauge sheet gutter as per
drawing. Include for supporting structure, drop end, stop end, clamps, two coats of
bitumen paint (inside) etc. complete.

RCF.23 Rain water pipes formed from 18 gauge galvanized iron sheet. Include for fabrication, fixing,
brackets, clamps, splay cut at end, etc. complete. Also include for bending or diverting, in
case pipe fouling with steel member while bringing down from gutter.

RCF.24 Rate to include for supply, fabricate and erect in proper position, with required slope, 3mm
thick Black iron sheet Rain water gutter as per the Section shown in the drawing. Rate to
include for supplying and applying one coat of Zinc Chromate primer and two coats of
enamel paint on outer surfaces and two coats of bitumen paint on inner surface. Also,
include for stop ends, drop ends, clamps, supporting arrangement, etc. complete.

RCF.25 Rate to include for supply & fixing in position GRAVENT ventilation system having throat
size 200 mm type RGV200 0f 2500 long Manufactured in m.s. plates with approved epoxy
anti-corrosive paint. Rate to include for providing and fixing its valances and mounting strips
etc. as complete installation with end caps.

RCF.26 Supply and fix 6mm thick wire glass in north light trusses. Include for fixing screws, lugs,
special metal sash putty of approved make, wastage etc. structural steel T bars, runners,
etc. measured separately.

RCF.27 Extra over item RCF.07 / RCF.16 for providing & laying asphalt impregnated hessian cloth
100 mm wide interposed in the overlapping of sheets. Extra rate shall include for cost of
over lapping of sheets by one and half corrugations.

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RCF.28 Providing and fixing of G.I. 40mm x 5mm flat (as wind tie) over Galvalume sheeting at ridge
level and eaves level as shown in drawing. Include for drilling holes, cutting, bolting,
wastage, etc. Measurement shall be on the basis of net length of the tie provided.

RCF.29 Providing, laying and fixing of PVC "Supreme" brand or approved equivalent rain water
down take pipe line of 6 kg/cm2 pressure rating, as per lay-out, details and requirement
including all necessary specials such as bends, Ys, Ts, offsets, plugs, reducers, pipe clamps,
backing pieces, etc. and jointing with solution as per Manufacturer's instructions etc.
complete.

RCF.30 Supplying & fixing ‘Vergola’ type natural Air vent turbine ventilator (Roof Extractors) along
with the FRP base frame suitable for mounting on the BlueScope corrugated sheet / Pre
coated GI sheet/ GI sheet/ Galvalume sheet. The Exhauster shall have rigid roll formed
curved vanes mounted on rotor shaft & bearing assembly. It shall be weather proof and
storm proof and corrosion protection design. Throat size –32 dia. to deliver 4300CFM
(7310CMH) at wind velocity of 10kM/HR.

RCF.31 Supplying, laying and fixing at any height 50mm thick (24kg/m3 density) glass fiber
insulation of ‘UP TWIGA’ or other approved equivalent make ( bonded with thermosetting
resins) having single side facing of reflective vapour barrier of Kraft laminate( FSK) below
the roofing sheets ( above the purlins) OR on the sides of the cladding sheets. Include for
providing G.I.mesh (1.6 mm x 75 mm x 75 mm) below the entire area of insulation. Laps &
Fixing as per manufacturer’s instructions. Measurement shall be on the basis of net area of
insulation provided.

FALSE CEILING

RCF.41 Providing and fixing of 600 mm x 600 mm Concealed Perforated Panel False Ceiling System
of “Supersil” (www.supersil.co.in) or approved equal at any height. Panels shall have
circular / square perforations to have opening of 20% to 30% of total area approximately, as
per the design. The panel shall be of 600mm x 600mm size, fabricated from 0.71 mm thick
(TCT) aluminium alloy and shall be square edged. Panel shall be powder coated on external
surface (subsequent to the perforations) with 60 microns thick powder coating of exterior
grade with 15 years warranty against corrosion resistance, colour fastness, water resistance
and dullness resistance against sun rays. Suspension system shall consist of GI carriers at
max. 600 mm c/c GI pressure clips along the length of the panels. Powder coated 0.5 mm
thick GI edge profile shall be fixed on the perimeter of walls and columns. Rate to include
for scaffolding, wastage, cutting, etc. Complete.
Measurement shall be made on the basis of net plan area of the ceiling provided.

RCF.42 Providing and fixing of 150F Concealed perforated Panel False Ceiling System of “Supersil”
(www.supersil.co.in) or approved equal make at any height. Aluminium plain panel shall be
of 150 mm wide x 17 mm deep x 0.71 mm thick having length up to 5000 mm. The panel
shall have circular perforations as per design. The panel shall be powder coated on a
continuous paint line (subsequent to the perforations) with 60 microns thick powder
coating of exterior grade with 15 years warranty against corrosion resistance, colour
fastness, water resistance, and dullness resistance against sun rays. When two panels are to
be lapped along their length, they shall be joined together by means of panel coupler. The
panels shall be fixed to the panel carrier, which in turn shall be suspended from the roof /
truss by means of GI suspension angle and GI T leveler for fine adjustment of height. Panel
carrier shall be roll formed out of 0.60 mm thick galvanized steel strip to hold the panel in

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 the module of 150 mm and shall be spray painted / stove enameled black. When two or
more carriers are to be joined, they shall be joined together by means of carrier coupler and
hold them firmly in place while maintaining the module of 150 mm. Edge profile of
standard L-shape roll formed out of 0.5 mm galvanized strips with powder coating shall be
provided at edges. Rate to include for scaffolding, wastage, cutting, etc. Complete.

RCF.43 Providing and fixing aluminium panel type cladding system of “Supersil”
(www.supersil.co.in) or approved equal make on curved surfaces at any height. Panels shall
be fabricated from 1 mm thick (TCT) aluminium alloy in the curved shape and / or required
taper / trapezoid, as per the design. Panels shall be maximum 1200mm long x 600 mm wide
and shall be plain on the sides and square edged at top & bottom. Panels shall be powder
coated on external surface only with 60 microns thick powder coating of exterior grade with
15 years warranty against corrosion resistance, colour fastness, water resistance and
dullness resistance against sun rays. Vertically, panel shall be snapped in to 0.45 mm thick
GI carrier / 1.2 mm thick pressure clip. Carrier / Clip will be installed in proper vertical
curvature with the help of T leveler, spring steel suspension clip and GI hold on hanger.
Joints, wherever required, shall be filled with silicone sealant of approved make & shade. It
may be necessary to measure “as built” dimensions of the roof structure before taking up
the execution of this work. Rate to include for scaffolding, wastage, cutting, etc. Complete.
It is mandatory that a sample (Mock up) of at least 30 sq. m. area shall be made exactly as
per the design for approval by the engineer before taking up the actual work.
Measurement shall be made on the basis of net area of the cladding provided.

RCF.44 Providing and fixing Gypsum board false ceiling suitable for 60 Pascal pressure made up
of 12.0 mm thick Gypsum Board as per QED Type. The rate to include SISCO make G.I.
perimeter channel of size 0.55 mm thick having size of 28 x 18 x 26 mm along the
perimeter of ceiling fixed to brick wall / RCC face with the help of nylon sleeves and
screws, at 610 mm c/c. Suspending G.I. intermediate channel’s of size 45 mm, 0.9 mm
thick with two flange of 15 mm each from the soffit at 900 mm c/c fixed with MS flat of
size 50 x 3 mm. (two nut bolts fixed with MS flat to soffit cleat and with intermediate
channel). MS flat suspenders should be with one coat of Zinc Chromate primer. Ceiling
section of 0.55 mm thickness having knurled web of 50.0 mm and two flanges of 26 mm
each with lips of 10.5 mm are to be fixed to the intermediate channel by using connecting
clip at right angle to the intermediate channel at 600 mm c/c. Above this framing, fix 12.0
mm thick square edge QED board (conforming IS – 2095 – 1982) with 25 mm dry wall
screw at 230 mm c/c. Screw fixing to be done mechanically either with screw driver or
drilling machine with suitable attachment. Finish joints with stucco compound so as to
have a flush look. Rate to include three coats of plastic emulsion paint, making cut outs
for light fittings, grills diffusers, etc with necessary G.I. framing around the cut outs to
make it strong & stable (Heavy Duty type).

RCF.45 Providing and fixing HILUX brand false ceiling 10.0 mm thick calcium silicate board as per
specification. The rate to include HILUX make G.I. perimeter channel of size 0.55 mm thick
one flange of 20mm and another flange of 30mm and a web of 27mm along with
perimeter of ceiling, screw fixed to brick wall / RCC face with the help of nylon sleeve and
screw, at 610 mm c/c. Suspending G.I. intermediate channel’s of size 45 mm, 0.9 mm
thick with two flange of 15 mm each from the soffit at 1220 mm c/c with ceiling angle of
width 25 mm x 10 mm x 0.55 mm thick fixed to soffit with G.I cleat and steel expansion
fasteners. Ceiling section of).55 mm thickness having knurled web of 51.5 mm and two
flanges of 26mm each with lips of 10.5 mm are then fixed to the intermediate channel
with the help of connecting clip and in direction perpendicular to the intermediate

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 channel at 457mm center. Screw fixing to be done mechanically either with screw driver
or drilling machine with suitable attachment. Finish joints with stucco compound so as to
have a flush look. Rate to include making cut outs for light fittings, grills diffusers, etc with
necessary G.I. framing around the cut outs to make it strong & stable (Heavy Duty type).

RCF.46 Providing and fixing false ceiling having 600 X 600 mm grid of Armstrong make consisting
of frame work of pre-coated hot dipped galvanized steel with a primer and finish coat of
Standard Global White Polyester baked paint. The frame work shall comprise of main
runner of size 15x32x3000 mm spaced at 1200 mm centers securely fixed to the
structural soffit by approved hangers at 1200 mm maximum centres. Hangers (GI Wire of
2.0 mm dia.) shall be fixed by approved roof plug, level adjusters and screw etc. The last
hanger at the end of each main runner should not be greater than 450 mm from the
adjacent wall. Flush fitting 1200mm long cross tees of size 15x32x1200 mm to be
interlocked between main runners at 600 mm centers to form a 1200 mm x 600 mm
module. Cut cross tees longer that 600 mm to be supported independently. 600 mm x
600 mm modules to be formed by fitting 600 mm long flush fitting cross tees of size
15x32x600 mm centrally between the 1200 mm cross tees. Perimeter Wall Angle of size
19x19x300 mm secured to walls at 450 mm maximum centers. Finally lay Armstrong plain
tiles of size 600x600 mm in the frame work.

RCF.47 Providing and fixing 12 mm thick nova teak ceiling boards in panels of approximate 1.2 m x
3.0 m with V joint all round. Boards shall be fixed on 50 mm x 50 mm sawn timber runners
@ 0.6 m c/c & 50 m x 150 mm @ 0.5 m c/c. Runners and battens shall be painted with
three coats of plastic emulsion paint. Rate shall also include the cost of 25MM x 50MM
splayed cedar cornice as per details.

RCF.48 Providing and fixing 6 mm thick gypsum boards in false ceiling in panels of approximate
1.2 m x 0.6 m with V-joint all round. Boards shall be fixed on 40 mm x 40 mm sawn timber
runners @ 0.6 m c/c & 50 m x 150 mm @ 0.6 m c/c. Runners and battens shall be painted
with three coats of plastic emulsion paint. Rate shall also include the cost of 25 mm x 50
mm splayed teakwood cornice as per details. FALSE CEILING

CLADDING / FAÇADE

RCF.51 Providing and fixing 4mm thick Exterior grade Aluminium Composite Panel of Euro bond
or other approved equivalents include.

A) Base Frame – Aluminium section 50 mm x25 mm – 0.6kg/m fixing with Galvanised

clamp 50 mmx25 mmx3 mm with 8mm dia. 50mm long Anchor fastener bolt.

B) Aluminium Composite panel fixing with Tray system with 10 mm groove. Groove
filling with silicone sealant 789 grade of Dow or other approved equivalent.

C) The measurement shall be on square meter basis of net area executed.

RCF.52 Providing and fixing of colour anodised aluminium sections of approved colour (special) of
Indal or Jindal make of required sections in structural glazing wall cladding as per the
design approved by Engineer In Charge in verticals and horizontals in semi unitized
system to form grids of required size and securedly fixing the basic frame work on to the
masonry/RCC/Steel with adequate nos. of properly designed anchor fasteners of Fisher /
Hilti make, nut and bolts etc; The frame work has to be finished in true line and level, to
facilitate structural glazing, packing with suitable aluminum angle section etc. including all

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 items and contingencies described above complete. The aluminium section shall be
properly pre-treated and colour anodised with a minimum 25 microns coating thickness
with pure polyester interpon / Jotun paint of approved shade all as per drawing,
manufacturers specifications and as per directions of EIC.

Supplying and fixing Heat strengthened (Toughened) hard coated glass of temperable
6mm thick heat reflective glass of approved colour placed over anodised aluminium
frame work for structural glazing work in fixed panels with suitable aluminium angle
section to meet the same glass in line with spacer foam tape Norton and applied with
architectural grade silicone construction sealant (UV resistant) of Dow Corning
1995/795/Slika/ equivalent with requisite structural bite applied along the perimeter of
each glass pane properly cured as per the sealant manufacture's specifications. Cured
Glass panes align with sub-frame may be fixed on to the mainframe work with necessary
thermal gaskets and adequate fasteners to line and level. Space for thermal expansions
between glass modules shall be restricted to 12mm and baker rod placed between glass
panes and weather sealant "Dow Corning 789" or "GE silicon - USA" or "WACKER-
Germany" or approved equivalent as per the design requirement shall be applied
between the glass panes to make it absolutely water tight. Structural glazing in required
sizes of heat strengthened, (Toughened) hard coat 6mm thick heat reflective glass of
Modi Guard, Indo Asahi or Saint Gobain make.

The Work shall be got executed through a specialized agency having minimum 3 years’
experience. The specialised agency to be approved by Engineer-in-charge. Rate to include
structural design of all aluminium & other sections including providing support to
suspended canopies, fixing arrangement fastners, etc. complete. The design shall be got
approved from Engineer-in-charge in advance. This job is to be carried out along with
structural glazing work. Rate to include making profile in required shape, all materials
required for fixing glass on sub-frame as per the specifications - no extra is admissible on
account of any of the material required for proper fixing of glass in any shape, cost of
profile bending, required wastage etc. shall be considered in the rate, no extra payment
will be made. Contractor shall provide detailed drawing & KG/m2 of aluminium
considered along with tender document. Measurement & Payment shall be on the basis
of net area covered with Structural Glazing.

RCF.53 Supplying, fabricating & fixing Aluminium (Hindalco/Indal or equivalent) curtain wall
structural glazing in fixed panel (weight of aluminium approximately 7 kg/sqm) with
anodized aluminium of approved colour & shade, mullions fixed to R.C.C. beams/columns
with adequate M.S. anodized clamps, brackets, fasteners, (hilti or equivalent) including
providing & fixing of 5mm thick heat reflective float glass as per approved colour and tint
toughened as per manufacturers specification, glass fixed with necessary EPDM gaskets,
weather silicone sealant, structural silicone sealant, necessary adhesive tapes, spacer
packing tapes, masking tapes, etc. as required for completion of the job ensuring
complete protection against water penetration/ seepage as well as air tightness of the
glazing system also inclusive of cleaning the glazed facade with necessary cleaning
chemicals etc. contractor shall prepare necessary shop drawings and get it approved from
Engineer in charge before procurement and fabrication, all complete as directed. All the
paints adhesives / sealants to be Low- voc.

RCF.54 Stainless steel Cladding around structural steel columns at any height with 1.6 mm thick,
SS 316 grade steel, having square / circular shape with scotch bright finish and including

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 necessary supporting structure, fasteners, sealants, cutting, bending, wastage, etc.
Complete S. S. Cladding.

RCF.71 Remove existing Asbestos cement (A.C) / G.I / galvalume sheets in roofing / cladding at any
height together with dismantling of ridges, gutters, downspouts, corner pieces, flashings,
and other such accessories.
Include all necessary scaffolding, necessary temporary supports/ propping/ covering,
necessary safety measures, etc. – all to the satisfaction of the Engineer.
Dismantled material shall become the property of the Client.
Measurement shall be on the basis of net area of sheeting dismantled.

RCF.72 Removing existing wire/ plane glass from its original position at any height and stacking
the same for re-use (re-fixing measured separately) as directed by Engineer-in- Charge.
Include for disposing the breakage / wastage out of the Site. Measurement shall be on
the basis of net area of the Glass dismantled.

RCF.73 Dismantling existing false ceiling of any type at any level. Rate to include for carefully
removing the ceiling material and supporting members. Include for minor dismantling of
wall required to dismantle the false ceiling, repairing the damaged surface of wall /floor
good again to make it match with the existing surrounding surface, cleaning of debris, etc.
complete. Dismantled material shall be the property of Owner and the Contractor shall
deposit the same to Owner’s store. Measurement on the basis of out to out dimensions
of the plan area of false ceiling dismantled.

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DW : DOORS & WINDOWS

ALUMINUM SECTIONS

DW.1 Supplying and fixing in position glazed, openable, double or single leaf anodized aluminium
doors with aluminium frame of Indal/ Jindal / Hindalco make, having weight of aluminium
sections as approximately 8 kg/ m2 of opening area (excluding the weight of beading for
glass/ panel fixing), size and shape as per details, including supplying and fixing necessary
hold fasts, all fixtures and fastenings of anodized aluminium as per requirement with 6 mm
thick Indo Asahi / Saint Gobain float glass, EPDM special gasket felt and aluminium beading,
with all accessories like SS handle, 125 mm long SS hinges, flush tower bolts, concealed
cylindrical lock (Dorset/Kitch make), etc., labour and materials complete as per details and
direction of the Engineer. Include for rough ground on top and sides of the door and
approved quality silicone sealant at joints and on all sides. (Measurement on the basis of
out to out dimensions of the frame).

DW.2 As per item no. DW.1 but with exterior grade Novapan for infill panels (6 mm thick compact
panel)

DW.3 As per item no. DW.1 and DW.2 but for aluminium door partly glazed and partly paneled.

DW.4 Providing & supplying Aluminum frame with pre-laminated exterior grade 25 mm thick
flush door with aluminium with 16 mm thick teak wood leaping on all sides, S.S. hinges,
bolts, SS handel, mortise lock, SS door stopper of Dorma/Doreset make or approved equal
etc complete. Aluminum anodized section of Jindal or hindalco brand having weight of
aluminum sections as approximately 4 kg/m2 of opening area (excluding beading for
glass/panel fixing) size shape and design as per detail. Rate to include all fittings and
fixtures, silicon sealant, sheet metal screw with PVC roll plug at 450 c/c for aluminum frame
for fixing with RCC/Brick/cement board partition/cement blocks etc complete as per
direction of engineer in charge.

DW.5 As per item no. DW.1 but with 3 mm thick aluminium composite panel fixed with 3M on
each side of the shutter, in place of glass.

DW.6 Providing 50 mm thick Heavy duty aluminum Flush door with 18 SWG powder coated
Aluminum sheet on each face and with high density Puff insulation in the hollow space
between. The frame work of door shutter shall be fabricated from 2mm tk. powder coated
aluminum sections & door frame shall be of 2.75mm thick powder coated sections having
rounded edges as per Pharmaceutical industry’s requirements. Rate to include for 200 mm
long x 10 mm dia. S.S. handle, heavy duty cylindrical door lock (Yale or equal), heavy duty
door closer (Dorma or equal), tower bolt, special EPDM gasket, S.S. heavy ball type hinges
and all necessary accessories, etc.

DW.7 Same as DW.6 but having view panel above sill level of two 4 mm thick clear float glasses
flush on both side and fixed with 3 M or St. Gobain adhesive tape and silica gel between
two glasses for moisture entrapping.

DW.8 Same as DW.6 but 24 SWG Powder coated GI sheet flush door

DW.9 Same as DW.7 but 24 SWG Powder coated GI Sheet flush door having view panel above sill
level.

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DW.10 Supplying and fixing openable, sliding anodized aluminium windows with aluminium frame
of Indal/ Jindal / Hindalco make, having weight of aluminium sections as approximately 4
kg/ m2 of opening area (excluding the weight of beading for glass/ panel fixing) , size, shape
and design as per details including all fittings and fixtures with 6 MM thick plate glass fixed
with special EPDM gasket and wool felt (Include for rough ground on top and sides of the
window and approved quality silicone sealant at joints) on all sides. Aluminium beading of
approved make with all materials and labour etc. complete.

DW.11 Supplying and fixing anodized aluminium fixed windows with aluminium frame of Indal/
Jindal / Hindalco make, having weight of aluminium sections as approximately 4 kg/ m2 of
opening area (excluding the weight of beading for glass/ panel fixing) , size, shape and
design as per details including all fittings and fixtures with 5 MM thick float glass fixed with
special EPDM gasket and wool felt (Include for rough ground on top and sides of the
window, approved quality silicone sealant at joints internally & externally and sheet metal
screw with PVC roll plug at 450 c/c for fixing with RCC/Brick, etc.) on all sides, Aluminium
beading of approved make with all materials and labour etc. complete.

DW.12 Supplying and fixing anodized aluminium fixed louvers with aluminium frame of Indal/
Jindal / Hindalco make, having weight of aluminium sections as approximately 4 kg/ m2 of
opening area (excluding the weight of beading for glass/ panel fixing & louvers) , size, shape
and design as per details including all fittings and fixtures (Include for rough ground on top
and sides of the window, approved quality silicone sealant at joints internally & externally
and sheet metal screw with PVC roll plug at 450 c/c for fixing with RCC/Brick, etc.) on all
sides, with all materials and labour etc. complete.

DW.13 Same as item no. DW.12 but for fixed type aluminium frame with 4 mm. thick glass louvers.

DW.14 Same as item No. DW.12 but aluminium louvers fixed over M.S. frame. M.S. frame shall be
measured separately.

DW.15 Supplying and fixing flush, fixed double glazed powder coated aluminum windows with
minimum 2 mm thick sections formed to double rebate profile of 50 mm thickness and to
be flush with plastered wall. Design as per details including provision of perforations in the
frame & silica gel between the two glasses to prevent absorb the moisture. Glass shall be
fixed with 3 M or St. Gobain adhesive tapes. Include for rough ground on top and sides of
the window, special EPDM gasket and approved quality silicone sealant at joints and on all
sides externally and internally.

DW.16 Supplying and fixing fixed glazed, aluminium anodized windows of Indal/ Jindal / Hindalco
make, having weight of aluminium sections as approximately 5 kg/ m2 of opening area
(excluding beading for glass/ panel fixing), size, shape and design as per details including all
fittings and fixtures with Double glass ( insulated glass unit made of 5 mm thick float glass +
12 mm air gap with aluminium spacer frame duly molecular sieve + 5 mm thick float glass)
fixed with special EPDM gasket felt and aluminium beading of approved make with all
materials and labour etc. complete. Include for rough ground on top and sides of the
window and approved quality silicone sealant at joints and on all sides externally and
internally.

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DW.17 Supplying and fixing in position partly glazed partly paneled, anodized aluminium partitions
with aluminium frame of Indal/ Jindal / Hindalco make, having weight of aluminium
sections as approximately 8 – 10 kg/ m2 of surface area (excluding the weight of beading
for glass/ panel fixing), exterior grade Novapan for infill panels (6 mm thick compact panel),
size and shape as per details, including supplying and fixing necessary fixtures and
fastenings of anodized aluminium as per requirement with 6 mm thick Indo Asahi/Saint
Gobain float glass, EPDM special gasket felt and aluminium beading, with all accessories,
labour and materials complete as per details and direction of the Engineer. Include for
approved quality silicone sealant at joints and on all sides. Measurement on the basis of out
to out dimensions of the frame.

DW.18 Adjustment in rate of item nos. DW.1 TO DW.5 and DW.10 TO DW.17 for variation in
weight of aluminium section ( including anodizing) per m2 of opening area – as compared
to the weight of aluminium section mentioned in a particular item.

TIMBER SECTIONS
DW.25 Providing and fixing in position composite door and window frames in finished 120 x 63 mm
size section from best approved quality seasoned "Teak Wood" including double grooves on
both sides, two rebates for shutters / grill, plaining, sand papering, making the edges
rounded, hold fast, screw, nails, gluing materials, concrete lugs all as per drawing and
direction. Rate to include for painting all timber faces in contact with wall surfaces with
applying two coats of approved wood preservative and anti insecticide paint before fixing in
position and one under coat and two coats of enamel paint of approved make to exposed
faces. Rate shall be paid on the basis of area of opening.

DW.26 As per DW.25 but for Teak Wood door shutters with styles 100 mm wide and 35 mm thick,
lock rail 175 mm x 35 mm, bottom rail 150 mm x 35 mm and top rail 100 mm x 35 mm and
T & G boarding of 100 mm wide x 20mm thick with oxidized steel hinges 3 nos. of heavy
quality of 4" size per leaf, aluminium fixtures, fitting and lock of heavy quality as directed,
including teak wood panels with necessary moulding in rails and styles as per drawing. Rate
shall be paid on basis of area of opening. Rate shall also include for one undercoat and 2
coats of enamel paint of approved make.

DW.27 As per DW.25 but with Teak Wood window shutters with 75 mm x 30 mm thick styles,
intermediate top and bottom rails of 75 mm x 30 mm including moulding in rails and styles
as per drawing and 4MM thick clear transparent glass of approved make, oxidized steel
hinges minimum 2 nos. of 3" size per leaf with aluminium oxidized fixtures, fittings of best
quality as per drawing. (Grill measured separately). Rate shall be paid on basis of area of
opening. Rate shall also include for one undercoat and two coats of enamel paint of
approved make.

DW.28 Supply & fix 40 mm thick solid cored approved quality flush door faced with 4 mm thick
water proof plywood of approved make to receive paint with 16 mm teakwood lipping
tongued into door edges all round, single or double leaves. Also include for three 100 mm
butt hinges and necessary fixtures like rubber door stop, stopper, and mortise lock with two
keys, etc. complete. Include for one under coat and two coats of enamel paint of approved
make.

DW.28A same as DW.28 but with both side laminate of approved make and shade.

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DW.29 Supplying and fixing teak wood double or single leaf doors including beading / moulding as
per detailed drawings. Shutter made of 12mm thick particle board (IS: 3097) fixed in 35mm
thick teak wood frame having 100 mm wide top rail and stile with bottom rail of 200 mm
width and lock rail of 150 mm width including painting 2 coats with enamel paint of ISI
approved specifications cover one coat of approved primer so as to give an even shade
after making the surface clean and smooth. Rate shall also include for one number
anodized aluminum tower bolt of best quality having 10 mm dia. rod of minimum 225 mm
long, one no. Anodized aluminum Aldrop without locking arrangement to be fixed inside of
the door, one number anodized aluminum aldrop of 250 mm length and 15mm thickness or
rod of best quality, two numbers anodized aluminum handles of 150 mm length, three
numbers ISI approved iron butt hinges 100 mm size for one leaf, one number anodized
aluminum door stopper and six numbers M.S. hold fast of size 150 mm x 40 mm x 6mm
embedded in cement concrete blocks of 175 mm x 100 mm and width as per the thickness
of wall in ratio of 1:3:6 complete in all respects.

DW.30 Providing and fixing Teak Wood first quality hand rail in position including plaining,
tappering, moulding, gluing, screwing in position. Rate shall be paid for visible finished
section in cubic meter. Rate shall also include for one undercoat and two coats of enamel
paint of approved make.

MS STEEL SECTIONS

DW.31 Steel openable glazed windows and ventilators of 'AGEW' make or equivalent make
conforming to IS:1361 with standard "Z" steel frame and shutter with 4 mm thick clear
glass, fixing, screws, lugs, hinges, stays, holders etc. with all necessary approved fixtures
complete. Rate to include for 10 mm square M.S. burglar bars at spacing not exceeding 125
mm welded with window frames and two coats of enamel paint over one coat of Zinc
Chromate primer.

DW.32 As per DW.31 but for fixed glass louvers windows and ventilators.

DW.33 Supplying and fixing of an approved quality "Z" section steel frame for door confirming to
IS: 1361. Rate shall include for one under coat and two coats of enamel paint of approved
make. Rate shall be paid on the basis of area of opening.

DW.34 Same as DW.33 but using rectangular / square hollow steel sections of approved make in
place of Z section.

UPVC

DW.35 Providing and Fixing uPVC Tilt & Turn fully open able windows of “Rehau or approved
equivalent” (inward) profiles. The material must be pristine white high impact modified
window grade UPVC and must be colorfast and conform to EN 12608:2003 code. So the
profiles must conform to the requirements of EN 12608:2003. Rate to include all Material,
Labour, all fittings & fixture, specials etc. required to complete. Specification &
workmanship as per manufacturer’s instruction & direction.

MISCELLANEOUS

DW.51 Supplying and fixing 40 mm thick cement concrete jali made from 1:3 cement mortar, weld
mesh and having at least 25% openings.

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DW.52 Push and pull type rolling shutter made of 18 gauge black lathe, with providing and fixing
M.S. pressed side guide, door suspension shaft, rolling spring, enclosing hood, brackets,
bearings, locking arrangement and other necessary accessories for proper working etc.
complete with hand operated system. Rate to include for one coat of Zinc Chromate primer
and two coats of approved enamel paint. Rate shall be paid for opening size only in sq.mt.

DW.53 Same as item no DW.52 but, for providing mechanically / electrically operated rolling
shutters.

DW.54 Providing and fixing of General Purpose Hollow metal steel door (Two Hours fire rated) with
vision panel made of Pressed Galvanized steel Single /Double leaf to required sizes of
“Shakti Met-dor” or approved equivalent which consists of frame, shutter, infill and finish as
detailed below and conforming to IS 277. Door frame shall be Single rebate profile of size
100 x 57 mm made out of 1.65mm thick galvanized steel sheet (18 gauge). Frames should
be mitered and field assembled with self-tabs. Frames should be provided with back plate
bracket and anchor fasteners for installation on a finished plastered masonry wall opening.
Once frame installed should be grouted with cement slurry if recommended on the clear
masonary opening. Door leaf should be 46mm thick fully flush double skin door with vision
lite. Door leaf shall be manufactured from 1.2mm minimum thick galvanized steel sheet.
The internal construction of the door should be rigid with steel stiffeners/ pads and
reinforcement. The infill material shall be resin bonded honeycomb core. All doors should
be factory prepped for receiving appropriate hardware and provided with necessary
reinforcement for hinges, locks, and door closers. The edges should be interlocked with a
bending radius of 1.4mm. For pair of doors astragals has to be provided on the meeting stile
for both active and inactive leaf. Vision lite wherever applicable should be as per joinery
details with a screw on glass beeding on the inside. The glass should be min 5mm clear Fire
rated glass. All doors and frames shall be finished with etched primer coating, stove zinc
phosphate primer and thermosetting polyurethane aliphatic grade paint of approved
colour. The door leaf and frame shall have passed minimum 250 hours of salt sprey test.
Rate should include supply and installation of door and hardware such as door closer, SS
Hinges, 2 nos of Ss Handles, one Mortice lock at outside (single side key operation Cylinder),
panic bar at inside etc. complete as per manufacturer’s specification and as directed by
engineer in charge.

DW.55 Providing and fixing in position Shakti-Met or equivalent hollow metal with powder coated
fire resistant door (two hour fire resistance) of 46 mm thickness and confirming to IS 3614
(Part 2) having frame made from 1.6 mm thick galvanized iron sheet and having fully flush
type single/double shutters of pressed G.I. sheet, 1.25 mm thick confirming to IS 277.
Shutter/s to be provided with fire rated 6 mm thick Fire proof clear glass. The vision glass to
be provided in rectangular standard dimensions of 200 mm X 300mm.The stile edges of
frame and shutter/s to be lock seamed with no weld marks. The infill material in shutters
shall be resin bonded honey comb Kraft paper with thermal insulation. Door frames and
shutters shall be finished with etched primer coating, stoved zinc phosphate primer and
thermosetting polyurethane aliphatic grade paint of approved colour. Rate to Include for
pre punched hinge plates, 3 nos., 100 mm long SS butt hinges per shutter, fixing the frame
with holdfast/ anchor fasteners, SS 304 ‘D’ type handles, tower bolt, Dorset cylindrical lock,
vision panel, panic bar etc. complete as per manufacturer’s recommendation and as
directed.

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DW.56 Same as item No. DW.55 but general purpose steel door of “SHAKTI-MET” or equivalent
with epoxy paint instead of polyurethane paint on the frame & the door shutters.

DW.57 Supplying and fixing PVC doors “SINTEX " brand or equivalent made from plastic family for
use in bath rooms/toilets etc. posses water proof, weather proof, termite proof, etc.
properties. Rate shall include for PVC door frame, non -corroded hinges, handle, locking
arrangement, etc. complete in all respects.

DW.58 Fabricating and fixing of M.S. sliding gate as per drawing made from M.S. C.R. sheet (gauge
as shown on drawing) welded with frame work of angles, flats etc. Rate shall include for
M.S. pipe guide, brackets for hanging gates, rails, pulleys, ball bearings, nuts, bolts, washers
etc. complete. Rate shall include for one under coat of Zinc Chromate primer and two coats
of enamel paint. Measurement shall be on the basis of length of section as per drawings
and standard weight as per IS. Pulley and bearing weight shall be considered as per
Manufacturer/actual data.

DW.59 Same as item no. DW.1 but, for supplying & providing 5mm thick clear glass in place of
4mm thick clear glass.

DW.60 Same as item no. DW.1 but, for supplying & providing 4mm thick toughened glass in place
of 4mm thick clear glass of ordinary quality.

DW.61 Supplying and fixing 10mm square M.S. burglar bars and welded with steel window frame
as shown on the drawing.

DW.62 Providing and fixing hydraulic door closure of required size and approved make, conforming
to IS 3564.

DW.63 Providing and fixing floor mounted hydraulic spring type door closure of approved quality
and make. Rate to include cutting of floor for fixing the spring, making it good, etc.
complete.

DW.64 Supplying and fixing 50 micron thick Polyester films such as Sun Control Garware films over
glazing (measured separately) as per Manufacturer’s instructions. Film shall be such that it
will reject about 70 % solar energy shall reduce harmful UV radiation by 97 % and shall
eliminate 70 % of sun glare.

DW.65 Providing & Fixing automatic door seal of standard make at bottom of door shutter.

DW.66 Same as DW.27 with PVC Mosquito proof zali in place of glass and making shutter using 50
mm x 30 mm timber section.

DW.67 Supply & fix fixed / openable/ slide glazed windows and ventilators at any height with steel
frame of rectangular / square hollow sections of approved make and with 5 mm thick clear
glass, fixing, screws, lugs, hinges, stays, holders etc. with all necessary approved fixtures
complete. Rate to include for two coats of enamel paint over one coat of Zinc Chromate
primer.

DW.68 Same as DW.67 but using existing window / ventilator frame dismantled (dismantling
measured separately) from existing locations, including minor repairing of frame, if
necessary. Only frame will be used from the existing window / ventilator. Include for all

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 other materials including supply of 5mm thick glass, paint, etc. and labour required to
complete the item.

DW.69 Supply and Installation of wooden door of duly sandwiched type filled with 75 mm thick
fiber glass wool of CR – 300 density 48 kg/ m3 with hinge and of stoppers.

DW.70 Providing and fixing aluminum louvers of HUNTER DOUGLAS Sun Louvre 84R panel Exterior
(86 X 16) with Stringer SL 4 (86 X 33) (combined) with finish 7063 trance silver colour
installed in vertical manner including the carrier rail & any other material like, s. s. screws,
nuts etc required to attach to the surface.

DISMANTLING

DW.71 Providing & installing 10 mm thick toughened glass with Patch fitting for any open area with
ozone glassage series patch fitting panels, Dorma patch fitting solution or any other
equivalent including the price of all materials like screws, fire proof silicon sealant to join
glass etc complete. Rate is also included for drilling in any surfaces like masonry or r.c.c etc

DW.72 Supplying & Fixing Motorized Perforated (1 nos-1m wide in each rolling shutter) Pre colour
coated GI Rolling Shutter of “Gandhi Automation” or approved equivalent with top cover,
made from non-perforated G.I. strips (1.0mm) with interlocking lath sections, complete
with side guides, bottom, brackets made from M.S. sheet, with strong suspension and
fitting accessories in best workmanship with two coats of polyurethane paint of approved
colour over one coat of grey epoxy primer. The rolling shutter with automation system
comprising compact Gear operator with inbuilt limit switches, control panel & manual chain
override in case of power failure and push button. Rate shall be paid for opening size only in
sq.mt.

DW.81 Dismantle any type of existing doors/ windows at any height. Sequence of dismantling shall
be as directed by the Engineer – depending upon whether the dismantled door/ window
are to be re-used or not.
Include for removal of holdfasts, necessary dismantling of jambs/ floor, making the
damaged floor/ jamb good again to match with surrounding surfaces and removing all the
rubbish/debris.
All usable dismantled materials shall be the property of Client and shall be stacked within
the Site as directed by the Engineer. All rubbish/ wastage/ debris shall be disposed off from
the Site by the Contractor.
Measurement shall be on the basis of out to out dimensions of the dismantled frame.

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PL.: WALL FINISHES

Rates to include for supply of labour, materials, plant, necessary scaffolding, compacting,
curing etc. complete as directed at any level, height, position and floor. Rates shall also
include for racking and/or brush hammering to form key for plaster and for spatter dash
treatment as and where necessary. Rates also include for rounded angles, chamfered
angles, grooves and for making good after all trades.
The Contractor shall get the approval of sample plaster (1m x 1m) from the Engineer before
proceeding for the work.

PL.1 Providing and laying 15 mm to 20 mm thick steel trowelled cement finish plaster in 1:4
cement mortar with neeru (Lime putty screened and then gauged with minimum 60 %
cement by volume evenly applied and trowelled smooth to produce a perfectly smooth and
even surface gray in colour) finishing and corners/jams in cement finish including
scaffolding, curing, making grooves, pattas, drip moulds etc. complete as directed.

PL.2 Providing & laying 20 mm thick double coat sand faced plaster with backing coat of 1:4
cement mortar with rough finish and second coat in 1:2 cement mortar evenly applied and
trowelled of uniform grains and shade of coarse sand in two coats, including drip moulds,
pattas, grooves, watering etc. complete as directed.

PL.3 Providing and laying 20 mm thick steel trowelled cement finish Mala plaster in two coats.
First coat in 1:4 cement mortar with rough finish and second coat in 1:2 cement mortar
evenly applied and trowelled smooth (to produce a perfectly smooth and even surface gray
in colour) with finishing at corners/jambs including scaffolding, curing, making grooves,
pattas, drip moulds etc. complete as directed.

PL.4 Same as item no. PL.3, but single coat Mala plaster (steel trowelled finish) in 1:4 cement
mortars and having thickness of 12 mm to 15 mm.

PL.5 20 mm thick smooth steel trowelled waterproof plaster in 1:4 cement mortar with
waterproofing agent as per Manufacturer's instructions to the surfaces as directed.

PL.6 Providing and fixing 15 mm thick Universal NI plaster substitute to both cement sand and
POP plaster, to be applied directly on brick/ blocks/RCC surface in one coat conforming to
IS: 2542 part-1(1976) to obtain a smooth silky finish. The rate shall be inclusive of expanded
metal mesh to be provided at the junction of wall and RCC columns and beams. The rate
shall also be inclusive of 1mm thick aluminium angle bead to be used at external angle to
get straight line finish and protection from normal impact.

PL.7 Providing & applying Pebble dash plaster with a mixture of washed pebble or crushed stone
6 mm to 12.5 mm nominal size, dashed over and including fresh plaster in two layers under
layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10 mm cement
plaster with cement mortar 1: 3 (1 cement: 3 fine sand) mixed with finely grounded pebble.
Pebble dash plaster shall be done as per manufacturer’s recommendation. Prior approval is
required before execution. Measurement & payment shall be in Square meter applied.

STONE CLADDING

PL.11 Providing and fixing single polished Jaislemer yellow stone of uniform and stored out for
colour in single piece for name plate for as per drawing including providing necessary

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 cement slurry, cement mortar (1:2) bedding, jointing in cement slurry mixed with pigment
of approved shade, curing, rubbing, polishing and also including required adhesives, fixtures
like bolts, screws etc. as directed.

PL.12 Providing & laying Bansi Pahadpur stone in cladding for plain and curved surfaces, laid over
cement mortar bedding of 1:3 proportion, having required adhesives, fixtures like bolts,
screws etc. to plain or slope. The tiles tamped to bring mortar cream up to surface,
including rounding of junctions, any pattern or design as per drawing and direction,
including curing, cleaning with water, wastage, etc. complete.

PL.13 Same as Item No. PL.12 but with slate stone.

PL.14 Providing & laying Red Dholpuri stone in cladding for plain and curved surfaces, laid over
cement mortar bedding of 1:3 proportion, having required adhesives, fixtures like bolts,
screws etc. to plain or slope. The tiles tamped to bring mortar cream up to surface,
including rounding of junctions, any pattern or design as per drawing and direction,
including curing, cleaning with water etc. complete.

PL.15 Providing & laying Khantu stone in cladding for plain and curved surfaces, laid over cement
mortar bedding of 1:3 proportion, having required adhesives, fixtures like bolts, screws etc.
to plain or slope. The tiles tamped to bring mortar cream up to surface, including rounding
of junctions, any pattern or design as per drawing and direction, including curing, cleaning
with water and 2 coats of silicon mixed with water in 1:9 shall be applied with brush on
Khantu stone after finishing etc. complete.

PL.16 Providing and fixing at any height dry cladding system with 30mm thick gang saw cut red
sand stone with (machine cut edges) of uniform colour and size upto 1mX1m, fixed to
structural steel frame work and/or with the help of cramps, pins etc. and sealing the joints
with approved weather sealant as per Architectural drawing and direction of Engineer-in-
charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for
separately.)

PL.17 Providing and fixing structural steel framing on walls at all heights using M.S. square /
rectangular tube in the required pattern as per Architectural drawing including cost of
cutting, bending, welding etc. The frame work shall be supported in wall with the help of
MS brackets/lugs of angle iron/flat etc. which shall be welded to the frame and embedded
in the brick wall with cement concrete block 1:2:4 (1 cement : 2 coarse sand :4 graded
stone aggregate 20mm nominal size) of size 300X230X300mm including cost of necessary
centering and shuttering and with approved expansion hold fasteners on CC/RCC surface
including drilling necessary holes. Approved clamps/ pins etc. shall be welded to the frame
work to support stone cladding, the steel work will be given priming coat Zinc primer as
approved and painted with two or more coats of epoxy paint. The frame work shall be fixed
in true horizontal & vertical lines/planes. (Only structural steel frame work shall be
measured for the purpose of payment, stainless steel clamps shall paid separately and
nothing extra shall be paid.)

PL.18 Providing and fixing adjusting stainless steel clamps of approved quality and of required
shape and size adjustable with nut bolts and washer (total weight not less than 260 gms) for
dry stone cladding fixed on frame work at suitable location including making necessary
recesses in stone slab, drilling required holes etc. complete as per direction of the Engineer-
in-charge.

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PL.19 Providing & laying Granite stone of 20-30mm thickness in cladding for plain and curved
surfaces, laid over cement mortar bedding of 1:3 proportion, having required adhesives,
fixtures like bolts, screws etc. to plain or slope. The tiles tamped to bring mortar cream up
to surface, including rounding of junctions, any pattern or design as per drawing and
direction, including curing, cleaning with water and 2 coats of silicon mixed with water in
1:9 shall be applied with brush on Granite stone after finishing etc. complete.

MISCELLANEOUS

PL.21 Providing and fixing hexagonal chicken mesh at the junction of concrete and brick work or
at junction of two different materials. Rate to include for cutting the mesh in width of
150mm or more, wastage etc. complete.

PL.22 Flush and ruled pointing on rubble uncoursed stone masonry with mortar 1:3 (1 cement: 3
fine sand) including cleaning the surrounding surface of rubble, curing, wastage, etc.

PL.23 Flush and ruled pointing on concrete block walls with cement sand mortar 1:3 (1 cement : 3
fine sand).

PL.24 Flush and ruled pointing on brick masonry walls with cement sand mortar 1:3 (1 cement : 3
fine sand).

PL.25 Providing and making coving at junction of wall and floor with M15 concrete with fine
polished finish. Measurement shall be on the basis of actual length of coving provided.

PL.26 Providing and making coving at wall to wall junctions with cement mortar 1:4 and finished
smooth as directed. Measurement shall be on the basis of actual length of coving provided.

PL.27 Providing and making coving at wall to ceiling junctions with plaster of paris with PVC fiber
reinforcement and finished smooth as directed. Measurement shall be on the basis of
actual length of coving provided.

PL.28 Providing and laying stone pitching composed of sound igneous rock having rocks firmly
wedged with stone chips driven into joints, so that finished surface presents an even face
with joints of a nominal width of 25 mm over compacted sand bedding and filling joints
with cement mortar (1:4) including curing etc. complete.

DISMANTLING

PL.51 Removing the existing cement plaster from RCC surface and brick walls carefully of any
thickness and at any height without creating dust nuisance and removing the debris etc.
complete as directed.

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WS WATER SUPPLY & SEWAGE COLLECTION

General :

Any damage caused to the Building or any other installation due to the actual requirements of the
water supply/ sewage work or due to negligence of the Plumber – shall be restored to its original
condition without any extra payment, unless specified otherwise.

Rates for all items of water supply and sanitary works shall be for ‘center point’ type installation.

All fittings/ fixtures like bib taps, flush cocks, stop cocks, towel rails, shower rose, paper roll holders,
sensors, etc. for toilets, kitchens and other areas shall be of below Specified Make or equivalent.
(UNLESS NOTED OTHERWISE IN THE BILL OF QUANTITY) as given below –

Sr. No. Model No. Description

1 FLR-CHR-5041N FLORENTINE Series Bib Cock – Jaquar
2 FLR-CHR-5053N FLORENTINE Series- Angular Stop Cock - Jaquar
3 FLR-CHR-5083N FLORENTINE Series- Concealed Stop Cock- Jaquar
4 FLR-CHR-5001B FLORENTINE Series-Single Lever Basin Mixture – Jaquar
5 CON-CHR-1081KN Flush Cock with Wall Flange-Jaquar
6 FLR-CHR-5219N FLORENTINE Series Wall Mixer - Jaquar
7 ALE-547 Jet Spray Nozzle-Jaquar
8 AHS-CHR-1553 Toilet Paper Holder-Jaquar
9 AHS-CHR-1531 Soap Dish - Jaquar
10 ALD-CHR-769L250X190 Bottle Trap with fully casted body - Jaquar
11 SNR-CHR-51087 Sensor for Urinals -Jaquar
12 OHS-CHR-1801 Shower-Jaquar
13 PRS-073 PRESSMATIC SERIES Stop Cock – Jaquar
14 CNS-WHT-553SS WC –JAQUAR
15 EH 21 NW Hand Dryer - Euronics
16 ABS-EP-03 Paper Dispenser - Euronics
17 ES 05 Soap Dispenser - Euronics
18 ALD-709 C.P. Waste coupling - Jaquar
19 URS-WHT-13253O Urinal- JAQUAR
20 JCS-WHT-2400WS Concealed Cistern- JAQUAR
21 AKP-35721P Towel Ring Square –JAQUAR
22 Matrix Set-1 Handicapped Toilet – Hindware

PIPES & FITTINGS

WS.01 Supply, lay, joint & test UPVC Pipe (as per ASTM D-1785) of Schedule 40 grade of Astral or
Supreme brand as per manufacturer’s specifications for internal water supply system in
walls / floors.

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 Rate to include all fittings such as bends, reducers, tees, elbows, etc., jointing materials,
cutting, making holes & chasing, etc. & making good the same to original condition,
wastage, etc. complete as directed.
Measurement shall be as per net actual length of pipe (including fittings) laid at site.

WS.02 Same as Item no WS.01 but for UPVC Pipe (as per ASTM D-1785) of Schedule 80 grade for
laying below ground.
Rate to include for excavating trenches in soil up to 1000mm depth, shoring, dewatering
(where necessary), disposal of excess earth as directed by the Engineer, supplying & laying
fine sand bedding of minimum 75mm thickness below the pipe, back filling with excavated
earth in layers not exceeding 300mm with watering and ramming of each layer, final
dressing and leveling.

WS.03 Supply, lay, joint & test PVC SWR pipe conforming to IS 13592 of Astral or Supreme brand
as per manufacturer’s specifications for soil waste or waste water or ventilation pipe at
any height / below floor.
Rate to include necessary fittings/ specials like bends, door bends, collars, inspection
plugs, cowl, etc. with jointing materials, excavating in floors, backfilling, making holes/
chasing where required, restoring to original conditions, testing, wastage, etc. complete
as specified & directed.
Measurement shall be as per net actual length of pipe (including fittings) laid at site.

WS.04 Supply, lay, joint & test Foam core SN 4 pipe of Astral or equivalent approved below
ground in line, level & proper slope, with all required tools and consumables like tee,
couplers, solvent etc. as per manufacturer’s specifications.
Rate to include for excavating trenches up to 3 m. depth as per design, shoring, dewatering
(where necessary), disposal of excess earth as directed by the Engineer, supplying & laying
fine sand bedding of minimum 100mm thickness below the pipe, back filling with excavated
earth in layers not exceeding 300mm with watering and ramming of each layer, final
dressing and leveling.
Measurement shall be as per net actual length of pipe laid at site.

WS.05 Supply, lay, joint and test First grade quality salt glazed stoneware pipe in line, level and
proper slopes including all fittings, specials, hydraulic test, excavation up to 3 m. depth as
per design and refilling the trenches, supplying & laying fine sand bedding of minimum
100mm thickness below the pipe, spreading the surplus earth, watering etc. complete as
directed.

WS.06 Supply & fix in position 150mm x 150 mm clear inside best quality approved salt glazed
stone ware gully trap with CI grating & cover.
Rate to include for necessary excavation, embedding trap in cement concrete, housing the
trap in brick masonry chamber with 230mm thick walls in cement mortar 1:3 over a bed of
100 mm thick 1:4:8 P.C.C., plastering both side, curing etc. complete.

WS.07 Supply & fix PVC SWR "P" trap of Astral or Supreme make having 50mm water seal with SS
316 grating top with frame & cover of “Chilly” make embedded in floor and finished with
white cement.
Rate to include cutting/ making holes in walls/ floors, making the same good to achieve the
original condition, all connections of soil & waste water with trap, clamps/hanger supports
for hanging plumbing, PCC 1:2:4 bedding below floor & etc. complete as directed.

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WS.08 Same as WS.07 but for PVC Nani trap of Supreme or Prince make conforming to Indian
Standard with necessary grating on top.

WS.09 Supply & fix PVC vent cowl of Supreme or Prince make over PVC ventilation pipes.
Ventilation pipe measured separately.

WS.10 Same as WS.03 but rigid PVC Class-3 pipe as per IS 4985 of “Supreme” Brand or other
approved equivalent make for water supply including jointing, PVC fittings / specials, etc.

WS.11 Same as WS.07 but with HDPE Nani trap and joining the same with HDPE pipe in wash
rooms, passages and other areas

WS.12 Provide and fix in position 75 mm dia. outlet type Amul trap of stainless steel.
Rate to include for necessary excavation, embedding trap in cement concrete, housing the
trap in brick masonry chamber with 230mm thick walls in cement mortar 1:3 over a bed of
100 mm thick 1:4:8 P.C.C., plastering both side, curing etc. complete.

WS.13 Same as WS.12 but provide and fix Stainless steel Pharma drain trap as per the attached
sketch.

WS.14 Supply, Fix & test double acting Kinetic type Air valve (conforming to IS 14845) with
isolating valve (10 kg/cm2 pressure rating).
Rate to include supply of all hardware materials to connect the valve with HDPE / UPVC /
Kitec pipes as per supplier’s specifications.

WS.15 Supply, Fix and test Sluice valve conforming to IS 14846 (10 kg/cm2 pressure rating) with
flanged ends.
Rate to include supply of all hardware materials such as nuts, bolts, gaskets, etc. complete
to connect with UPVC/ HDPE/ Kitec pipes.

WS.16 Supply, Fix & test gun metal/brass ball valve with screwed ends conforming to IS: 1703. The
ball valve shall have maximum pressure rating up to 16 Kg/cm2.
Rate to include supply of all hardware materials such as nuts, bolts, gaskets, etc. complete
to connect with UPVC/ HDPE/ Kitec pipes.

WS.17 Supply and Fix float valve of Poly propylene or synthetic metal float & brass rod of approved
make and specified diameter.
Rate to include for all necessary works like connection with CPVC / UPVC inlet pipe, Teflon
tape, etc. complete.

WS.18 Same as WS.15 but with gun metal Sluice valve of 'ZOLOTO' brand.

WS.19 Same as WS.01 but for CPVC pipes with “Armacell” Insulation as per IS 15778 in above
ground installations, open or concealed, having thermal stability for hot and cold water
supply.

WS.20 Supply & lay “ACO” modular drain for Load class “C” of EN-1433 (Klassikdrain-K200 grates
model) made of polymer concrete, having specified internal width. The drain shall be laid in
slope and shall have GI perforated top cover etc. complete in all respect as per
manufacturer’s specification.

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 Rate to include laying in slope, labour, Material, specials if required, finishing the adjacent
floor, etc. Measurement shall be on the basis of net actual length of drain fixed.

WS.21 Supply, lay, joint and test C-class G.I. pipes of TATA brand for water supply distribution
system.
Rate to include cutting, threading, wastage, all ISI marked fittings such as bends, tees,
elbows, unions couplings etc. with spun yarn for pipes and Teflon tape for fittings and
fixtures, application of two coats of anti corrosive bituminous paint, making holes and
chasing wall/ floors etc. and making good the same to original condition etc. complete.
Measurement shall be as per net actual length of pipe (including fittings) laid at site.

WS.22 Same as item no. WS.21 but for laying the pipes below ground.
Rate to include for excavating trenches in soil up to 1000mm depth, shoring, dewatering
(where necessary), disposal of excess earth as directed by the Engineer, supplying & laying
fine sand bedding of minimum 75mm thickness below the pipe, back filling with excavated
earth in layers not exceeding 300mm with watering and ramming of each layer, final
dressing and leveling.

WS.23 Same as WS.02 but using High Density Polyethylene (HDPE) pipes of Dutron or approved
equivalent. HDPE pipes shall be of PE80 grade virgin material and shall conform to IS-4984 -
1995.
Rate to include for all materials & tools/ tackles for welding/ jointing, connection with G.I. /
pipes of any other material, requisite specials, wastage, etc.
Measurement shall be as per net actual length of pipe (including fittings) laid at site.

WS.24 Same as WS.01 but with co-extruded polyethylene composite pressure pipes having welded
aluminium tube reinforcement between inner & outer polyethylene layers - of Kitec PR PL
make or equivalent.
Rate to Include for all connections, jointing, fittings, connection with PVC/HDPE/ GI lines
/C.P brass fittings, testing, wastage etc. Jointing shall be with composite compression
fittings.

WS.25 Supply, lay and joint Heavy duty C.I. pipe line of approved make conforming to IS 3989 / IS
1729 for water supply/ waste water/ anti syphonage pipe/ soil waste pipe.
Rate to include necessary C.I. specials like plain bends, door bends, collars junctions with
hinged clamps, inspection plugs, cowl with mica flap valve, etc., jointing with spun yarn and
cement mortar/ lead caulking, M seal sealant, necessary excavations, chasing and restoring
to original condition, testing, etc. complete as specified and directed.

WS.26 Same as WS.07 but with approved make C.I. Nani trap, having at least 50 mm water seal.

WS.27 Supply and lay heavy C.I. cowl with mica flap valve at top of ventilation pipe (measured
separately).
WS.28 Supply, Fix & test gun metal non return valve with flange ends conforming to IS 5312 (Part
1)-2004. The non return valve shall have maximum pressure rating up to 16 Kg/cm2.
Rate to include supply of all hardware materials such as nuts, bolts, gaskets, etc. complete
to connect with UPVC/ HDPE/ Kitec pipes.

SANITARYWARE

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WS.31 Supply and fix first quality Wash Basin of PARRY / CERA / HINDWARE brand having specified
size and comprising white glazed earthenware.
Rate to include for supply & fixing of 32 mm dia. C.P. waste coupling, C.P. bottle trap, C.P.
angle/stop cock with flexible pipe, PVC connection, C.P. pillar cock, supporting brackets, etc.
complete. All C.P. fittings to be of JAQUAR make.

WS.32 Same as item no. WS.31 but for providing Pillar cock with sensor of ‘JAQUAR ‘ or equivalent
make having automatic operation by alkaline batteries.

WS.33 Supply and fix first quality European type W.C. pan of PARRY / CERA / HINDWARE brand as
specified, wall hung / floor supported, in white color.
Rate to include low level ceramic flushing cistern with C.P. stop cock & flexible pipe at inlet
together with outlet connection to W.C. pan, white Plastic seat & cover, concealed stop
cock with jet spray, C.P. cock, PVC SWR connection trap and all necessary specials etc.
complete. All C.P. fittings to be of JAQUAR make.

WS.34. As per item WS.33, but with high level cistern.

WS.35 Same as WS.33 but for Anglo Indian Type W.C. of PARRY / CERA / HINDWARE brand without
flushing tank.

WS.36 Supply and fix first quality Indian style W.C. Pan of PARRY / CERA / HINDWARE brand having
specified size.
Rate to include for set of foot rest, PVC SWR connection trap, C.P. cock of JAQUAR make
and all necessary specials etc. complete.

WS.37 As per item WS.36, but for Orissa type W.C. pan.

WS.38 Supply and fix first quality urinal of PARRY / CERA / HINDWARE brand in white colour.
Rate to include flexible / UPVC connection at top with C.P. stop cock, waste water coupling
& UPVC pipe connection at bottom, C.P. bottle trap, etc. complete. All C.P. fittings to be of
JAQUAR make.

WS.39 Supply & fix division Plate of PARRY / CERA / HINDWARE brand in white colour for Urinals.

WS.40 Supply & fix first quality ceramic recessed type soap dish of PARRY / CERA / HINDWARE
brand in white colour.
Rate to include for making recess in masonary wall, finishing the surrounding surfaces after
installation of soap dish, etc. complete.

WS.41 Same as item no. WS.31 but for Laboratory sink of PARRY / CERA / HINDWARE brand.

WS.42 Supply & fix Handicapped toilet fixtures consisting of European W.C. with cistern,
Washbasin, Grab bars, etc., of HINDWARE/ PARRY / CERA brand with all accessories.
Rate to include the Grab rail & hinged rail as per design/ drawings & manufacturer’s
instruction.

HARDWARE & ACCESSORIES

WS.45 Supply & fix heavy duty approved quality 15mm C.P. water tap of JAQUAR make with
washer etc. complete as specified and directed.

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WS.46 Supply & fix 25MM dia. C.P. turning type concealed flush cock of JAQUAR make with
washer etc. complete as specified and as directed.

WS.47 Supply & fix approved quality C.P. shower rod of 125 mm size with chromium plated disc,
bend, etc. complete.

WS.48 Supply & fix JAQUAR make C.P. hot and cold mixer assembly for shower including shower –
as specified.

WS.49 Supply & fix electrically operated, heavy duty Hand dryer, “EURONICS” EH 21 NW or other
approved equivalent at toilets with stainless steel hood. Include for fixing in position,
necessary wiring, etc. complete.

WS.50 Supply & fix Soap dish of ‘JAQUAR’ or equivalent make. Rate to include for all materials,
labour, fixing, etc. complete.

WS.51 Supply & fix Paper Dispenser of ‘EURONICS’ or equivalent make. Rate to include for all
materials, labour, fixing, etc. complete.

WS.52 Supply & fix C.P. brass towel rail 600mm x 20mm complete with C.P. brass brackets fixed to
wooden cleats with C.P. brass screws.

WS.53 Supply & fix Soap dispenser of ‘EURONICS’ or equivalent make having SS body and
transparent look. Soap storage capacity to be more than 500 ml.

WS.54 Supply & fix chromium plated Paper roll holder of ‘JAQUAR’ or equivalent approved make.
Rate to include for all materials, labour, fixing, etc. complete.

WS.55 Supply & fix good quality MODI/Saint Gobain or equivalent mirror with approved PVC or
Timber framing in position. Rate to include necessary screws and fixtures.

WS.56 Supply & fix Stainless steel single bowl Kitchen sink of ‘Nirali’ / ‘Krishna’ or other approved
equivalent make with side drain board. Bowl size to be not less than 15” x 18”. Rate to
include for fixing of the Sink over platform (measured separately), 32 mm dia. C.P. waste
coupling, C.P. bottle trap, etc. complete.

MANHOLES & CHAMBERS

WS.61 Rate to include construction of Inspection chamber of 600 x 750 x 600 mm deep with 230
mm thick brick wall with foundation in 1:4 cement mortar over a bed of 1:4:8 p.c.c. 150 mm
thick, plastering both side with 1:3 CM with smooth cement finish internally, forming,
benching, channeling, Providing & fixing medium duty precast drain cover of 600 x 450 mm
in top 100 thick R.C.C. slab. Include for necessary excavation and back filling etc. complete
in all respect as directed.

WS.62 Rate to include construction of Manhole of 1200 x 900 mm and up to specified depth with
230 mm thick brick wall with foundation in 1:4 cement mortar over a bed of 1:4:8 P.C.C.
150 mm thick, R.C.C. top cover slab, plastering of 12-15 mm thick both side with 1:3 CM
with smooth cement finish internally, forming, benching, channeling, providing & fixing C.I.

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 / concrete frame and cover of 600 x 600 mm heavy duty and PVC rungs. Include for
necessary excavation and backfilling etc. complete in all respect as directed.

WS.63 As per item no. WS.62 but for 1400 mm. inner dia. circular Manhole as per the attached
drawing.

WS.64 As per item no. WS.62 but for Valve Chamber of inner dimensions 600 mm x 600mm.

WS.65 Same as WS.62 but for storm water Catch pit of 900 mm x 1200 mm including supply and
fixing of RCC precast perforated cover as per the attached drawing.
WS.66 Same as WS.62 but for chamber with sewer trap of size 900 mm x 900 mm with depth up to
1.5 m including supply and fixing of RCC precast perforated cover as per the attached
drawing.

WS.67 Rate to include construction of septic tank in brick walls plastered both side with bottom
1:2:4 P.C.C. 100 mm thick over 75mm thick B.B.C.C. and top slab (R.C.C) with heavy duty C.I.
manhole cover and frames M.S. rungs, central divider walls, baffle walls, 75mm C.I. vent
pipe (3m long) with cowl & mica flap valve. Include for necessary excavation, backfilling and
spreading of earth as directed.

WS.68 Grease trap chamber: Same as item no. WS.67 septic tank, but for grease trap chamber as
per details.

WS.69 Rate to include construction of soak well 2000/2500 mm dia. 4000/5000 mm deep
internally from 350mm thick honeycombed brick wall for bottom 3m/4m depth, 1:4:8
concrete base, R.C.C. top slab, medium duty C.I. manhole cover and frames 600 x 600 mm
and 75mm dia. C.I. vent pipe (3m long) with cowl & mica flap valve at top. Include for
necessary excavation, blasting if necessary, backfilling and spreading of surplus earth, brick
bat filling as directed.

WS.70 Providing and fixing 600 mm dia. C.I. (64kg wt for cover & 64 kg wt for frame) manhole
cover with its. C.I. frame at any height / depth etc. complete as directed by the Engineer.

MISCELLANEOUS

WS.71 Providing, fixing PVC “Sintex” or other approved equivalent tank. Include for manhole
cover, necessary plumbing for connection of the tank with inlet, outlet, overflow and
washout pipes and installing tank over the supporting platform (measured separately)

WS.72 Provisional sum for Civil, Electrical, Mechanical piping and Instrumentation works of sewage
treatment plant and disposal of treated water.

WS.73 Provisional Sum for Supply & Installation of Submersible pump for sewage disposal.

WS.74 Providing and fixing water level indictor of wood with steel framing at the outer surface
of RCC shaft for showing water level of Elevated service reservoir including necessary
pulley and roller arrangement etc. complete as directed by the Engineer.

WS.75 Supply, Install & Commission on-line magnetic flow meter (pulsed DC type) of Krohne
Marshall or other approved equivalent, having electrodes of SS 316, measuring tube &
grounding rings of SS 304, polypropylene liner, IP 68 protection and steel flanges together

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 with suitable flow transmitter / converter having back lighted LC Display for actual flow
rate, totalizer, etc. Rate to include for all related civil works like excavation, modifications in
water distribution line, testing, provision of a suitable brick masonry chamber (plastered
internally & externally) with lockable cover.

WS.76 Providing & fixing R.O. water purifier of “Excel R.O. / Rainbow / Surewaterteck” or approved
equivalent brand with all necessary accessories including piping, connection with angle
valve and pipe up to water taps, raw inlet pipe & waste water pipe, rate is also including
cutting & making walls good.

WS.77 Providing & fixing drinking water cooler of “Voltas / Bluestar” or approved equivalent brand
with all necessary accessories like angle valve, ball valve, connection piping up to water
taps, r.o. water inlet pipe connection, electrical connections & waste water pipe outlet.
Rate is also including cutting of wall & making it good. It must be equal to normal cooling
capacity & of Stainless steel body.

WS.78 Providing & fixing Titan SS series of “Merino Besco” Cubicles or approved equal in toilet
(Toilet partitions) using 12 mm thick compact laminate for cubicles with maximum size of
1.6m x 1.2 m and door size of 700 mm x 2100 mm. Rate to include for top rail, adjustable
legs with bottom cap, gravity hinges, privacy thumb turn with occupancy indicator, door
knob, coat hook, adjustable pedestal, aluminium U channel, aluminium door stopper
channel, screws & wall plugs, etc. in place. The contractor shall provide 5 years warranty for
complete system.

WS.79 Supplying, fabricating and fixing custom made Stainless steel sink made out of 1.6 mm thick
SS 316 grade steel, having drain bowl at every 750 mm c/c with pillar cock (Catalogue no.
031 of Jaquar prismatic), necessary bottle trap, making hole for pillar cock, etc. for drinking
water area. Rate to include cutting, bending, wastage, drilling, welding, supporting
brackets, etc. complete.

WS.80 Providing & fixing Y-Type mechanical Strainer ISI marked conforming to Indian Standards of
approved make with stainless steel mesh of perforation range 0.5mm to 1.5mm having
body cover Bronze/C.I and end connection threaded/flanged. Rate is inclusive for specials,
nuts, bolts, rubber rings, tail pieces, extra pipes, flanges, clamps, couplers and washers etc
all complete including labor and material with applying two coat of red oxide paint and
three coat of enamel paint of specified colour. Testing of strainer and fixing with main
supply pipe line in masonry chamber as specified and directed.

WS.81 Construction, drilling, developing 400 X 200 mm dia., 125 mtr. or Completion of last
Aquifer System, deep tube well along with installation of M.S pipes of 200mm dia., gravel
packing, cement sealing for Artificial rain water harvesting & water management system
as per following:
a. A bore hole drilled to 125 meter depth or up to completion of last aquifer system in
all sorts of soil, kankar, boulder, soft or hard rock. The nature of formation viz.
kankar, soft or hard rock shall be classified by the Consultant and in case of dispute
either for maximum desired depth of soil or rocky formation, the decision of the
Consultant shall be final and binding to the contractor. The estimated depths are
approximate and the contractor may have to go to higher or lower depths as per
actual conditions or strata generally available in the locality.
If hard strata, which are quite difficult for drilling, are met with and if they can be
classified as soft or hard rock the same will be paid as per item rate.

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 b. The installation of blank pipes, complete with strainer or slotted pipes including bail
plug, reducer, clamp and well top.
c. The placing of gravel pack & clay ball. All gravel & clay ball packing will be done as
per specification & instruction of consultant Supply of gravel & clay ball will be done
by contractor. Gravel size shall be decided on the basis of drill cutting samples,
analysis of drill cutting samples & analyzing the character of the water bearing
formation tapped. Normal Gravel sizes are 3 to 5mm for fine sand & 5 to 8mm for
coarse sand.
d. All the three process viz. breaking-loosening, grinding and removal shall be well co-
ordinate i.e carried out simultaneously.
e. The contractor must employ the Direct Rotary Drilling method (by direct rotary
drilling rigs fitted with heavy duty reciprocating mud pump). The drills shall be
diamond drills or shot drills. In firm formation either a fish tail bit or a diamond
shaped bit shall be used.
f. In rotary method compressed air may also be used to blow the material to the
surface.
g. In case of sandy soil, at the time of drilling required quantity of BANTONITE to be
used added in mud removing circulation water to prevent collapse of wall without
charging any extra cost for BANTONITE.
h. Slot size & Slotted pipes shall be made of either corrosion resistant material or steel
pipes having sufficient thickness to guard against the effect of corrosion and to
ensure reasonable life of tube well. Tube well pipe shall be of M.S ERW plain end
pipe, 200mm dia. and 5.40 mm thick confirming to IS : 8110-1976.
i. The shape and size of the slot shall be such that the gravel or aquifer material is not
allowed to block the open space. Based on the sieve analysis of the aquifer material,
the size of the slot opening shall be determined.
Normal standard slot sizes are 1.6 & 3.13mm.
j. The slotted pipes and screen shall be given anticorrosive protective treatment.
k. In rotary method, the pipe assembly is lowered into position and gravel packing may
be done up to a suitable depth below the bottom of housing pipe in the first instant.
Thereafter, the gravel packing up to required depth is completed after keeping the
housing pipe in vertical limits.
l. Contractor has to follow all the instruction of Geo hydrologist & Consultant appointed
by Client. In addition to this contractor shall inform construction stages of activates to
geo hydrologist & consultant well in advanced
m. Development of Tube well :-
After the tube well has been fully gravel packed, as much as possible mud mixture
from the well shall be brought out by backwashing through mud pump with clean
water.
Initial development shall be carried out by means of compressed air, air compressor
to be used shall be of adequate capacity (not less than 1100 CFM to 450 CFM) and
developing pressure not less than 150 to 600 PSI.
Well development shall be done zone wise. All water aquifer shall be developed with
air compressor. At the development stage water samples will be collected for all
water bearing zones/strata by contractor in consultation with consultant.
n. Grouting & Sealing :-
Grouting & sealing of tube well shall be done if required as per site condition, quality
of discharge of the strata encountered and Consultants instruction by contractor.
Cement shall be used for sealing and grouting operations with lowering of airline
thickness of 5 mtr. ideal for 72 hrs.

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 o. All the work shall be carried out as per the specification/scope of work mentioned in
above point a to q, or as directed by consulting engineer.

WS.82 Sedimentation tank as per attached Drawing

WS.83 Percolation well as per attached Drawing.

WS.84 Provisional sum for Hydro Pneumatic System.

DISMANTLING

WS.91 Dismantling of GI / CI / PVC or any type of pipes including excavation & refilling trenches
after taking out the pipes manually/ mechanical means including stacking of pipes within
100 meters lead as per direction of engineer in charge

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PNT PAINTING

Rate shall include for supply of materials, equipments, skilled labours, necessary scaffolding
and removal thereof, supply of brushes etc. as required. The work shall include for cleaning
of surfaces, removal of dirt, dust, filling in crevices at any level to complete the work as
directed. Samples shall be got approved before execution of work. Even though the number
of coats specified against item of work, any additional coat shall be given without any extra
cost to bring surface to the desired finish.

PNT.01 Providing and applying two coats of white or colour wash to walls, ceiling etc. at any level
with brush as directed. Include for adding glue of Pidilite co. or equivalent as per their
specifications

PNT.02 Providing and applying two coats of oil bound distemper of approved make and shade over
a coat of cement primer including scaffolding etc. complete at any level.

PNT.03 Supplying & Providing three or more finishing coats of premium plastic emulsion paint of ICI
-velvet touch or Asian-Royale of approved shade, to walls and ceilings applied evenly to give
approved uniform finish. Allow for preparation of surface and a coat of primer as specified
by the Manufacturer.

PNT.04 Providing and applying three coats of flat enamel paint of I.C.I. or Asian make over primer
coat on ceilings, false ceiling boards, plastered surfaces, etc. Rate to include for preparing
surfaces by applying putty where required etc. complete at any level as directed.

PNT.05 Providing & applying two coats of acrylic based weather proof exterior paint like ‘APEX’ or
other approved equivalent in approved shed over two coats of primer on smooth finish/
sand faced plastered surfaces. Include for surface preparation, scaffolding, wastage, etc.
complete at any level as per manufacturer’s specifications and as directed. Measurement
on the basis of area worked out using net dimensions in plan / elevation.

PNT.06 Providing and applying two coats of Heritage surface texture – lacquered / granuled /
flaked, of desired shade of Bakelite Hylam or other approved equivalent on exterior
surfaces at any height. Finish giving an even shade, including thoroughly brushing the
surface free from mortar droppings and other foreign matters, applying a coat of primer
and putty and sand papered smooth. The surface texture shall be applied on mala finish
plaster (measured separately). Include for a coat of lacquer over the finished surface.
Measurement shall be on the net area of work.

PNT.07 Providing and applying water based texture of “Asian” or approved equivalent in approved
shade & design to walls & ceilings applied evenly by means of trowel / brush application to
give approved uniform finish at any height. Rate to include surface preparation, scaffolding,
one coat of texture as base and two coats of Acrylic Emulsion paint etc. complete as per
Manufacturer’s recommendation. The surface texture shall be applied on mala finish
plaster (measured separately). This item must be executed through approved vendors
only. Rate shall be paid on the basis of surface area applied.

PNT.08 Providing and applying three coats of cement based paint "Snow-cem" or equivalent
approved make and shade over a coat of cement primer including scaffolding, watering etc.
complete at any level as directed.

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PNT.09 As per PNT.01 but applying two coats of white wash to A/C roofing sheets, cladding etc. as
directed. The measurement shall be on the basis of net roof area painted, irrespective of
the corrugations.

PNT.10 As per PNT.04 but for wood work surfaces.

PNT.11 Providing and applying oil water polishing for solignum polish with necessary pigment
including finishing and making the surfaces smooth at the required degree of fineness and
matness etc. complete at any level as directed.

PNT.12 Providing and applying three coats of approved make enamel paint to the steel sections of
doors and windows with one coat of metal primer, one under coat and two finishing coat.

PNT.13 Extra over item no. DW.25, DW.26, DW.27 for lacquer polishing in place of enamel paint.

PNT.14 Providing & applying min 1.5 mm thick white cement Putty of Birla or other approved make
to achieve a smooth surface to serve as base for the paint on plastered surface, including
cleaning, staging, and necessary tools and make the surface as per manufactures
specifications etc complete.

PNT.15 As per PNT.04 but using Semi-Gloss Enamel paint.

PNT.16 Providing and applying two coats of low solvent based epoxy resin coating Sikafloor®-105
or other approved equivalent as per approved shed over a primer coat as per the
Manufacturer’s instructions at concrete floors. Rate to include for labour, wastage,
preparation of surface as per Manufacturer’s instructions, etc. Complete. Payment shall
be made on the basis of net plan area painted.

PNT.17 Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified
shade/color using hot thermoplastic material by fully/semi automatic thermoplastic paint
applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and
profile shoe heater, driven by experienced operator on road / r.c.c surface including cost of
material, labour, transport, cleaning the road surface of all dirt, seals, oil, grease and foreign
material etc. complete as per direction of Engineer –in charge and accordance with
applicable specifications.

PNT.18 Providing & applying gangway marking strips with aromatic PU coating such as FK 666 of
Cipy or approved equivalent on surfaces including cost of material, labour, transport,
cleaning the surface of all dirt, seals, oil, grease and foreign material etc. complete as per
direction of Engineer in charge and accordance with applicable specifications.

PNT.19 Providing and applying aliphatic acrylate coating for anti-corrosive & anti – carbonation
application over concrete surface at any level. No. of coats, method of surface preparation
& usage of the coating system etc. shall be as per the specifications of the approved
Manufacturer. The coating to be Monopol – 456 of Krishna Conchem Products Pvt. Ltd. or
other such approved equivalent having approved shade and minimum 2 years’ proven
performance & field validation history in Indian conditions. Measurement for the
payment purpose shall be on the basis of net area painted.

PNT.20 Providing and applying aliphatic acrylate coating for anti-corrosive & anti – carbonation
application over concrete surface at any level. No. of coats, method of surface

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 preparation & usage of the coating system etc. shall be as per the specifications of the
approved Manufacturer. The coating to be Polycon S 100 of Caltech India or other such
approved equivalent having approved shade and minimum 2 years’ proven performance
& field validation history in Indian conditions. Measurement for the payment purpose
shall be on the basis of net area painted.

PNT.21 Providing and applying solvent based colourless Silicone paint ‘Nitocote SN522’ of Fosroc
or other approved equivalent make over exposed concrete surfaces with minimum 5
years’ guarantee as per Manufacturer’s instructions at any height. Measurement shall be
on the basis of net area painted.

PNT.22 Providing & applying two or more finishing coats of satin finish emulsion paint of Asian or
Berger paint or equivalent brand of approved shade, to walls and ceilings applied evenly
to give approved uniform finish. Allow for preparation of surface and a coat of primer as
specified by the Manufacturer.

PNT.23 Providing & applying two or more finishing coats of matte finish emulsion paint of Asian
or Berger paint or equivalent brand of approved shade, to walls and ceilings applied
evenly to give approved uniform finish. Allow for preparation of surface and a coat of
primer as specified by the Manufacturer.

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RD ROADWORK & FENCING

Generally, all the Road work shall be as per the “Specifications of Road & Bridge Works”,
5th Revision, of Ministry of Road Transport & Highways unless specified otherwise in the
relative item description. These specifications are called MORT&H specifications
hereafter. The rate for individual item shall include for making temporary alternative
arrangements for traffic during execution of that particular item, carrying out the work in
part widths / part lengths as directed, all the required tests for quality control,
establishment of a fully equipped Laboratory at Site for testing, all royalties, fees, leads
and lifts for all the materials.

BASE PREPARATIONS

RD.01 Same as Item no. EXC. 01 but for/in roadway (i.e. in carriageways and / or footpath) in soil
of any types, including hard murrum up to specified depths. Any excess excavation shall be
backfilled with suitable, approved material and thoroughly compacted in an approved
manner. Payments to be made on net measurement.

RD.02 Sub-grade Compaction : Compact subgrade by power driven road roller of 8 to 12 tone or 2
to 4 tone vibrating roller with minimum 5 passes. Relative compaction required at subgrade
is 98% of maximum compaction at optimum moisture content as per IS-2720(Part-8). Rates
to include for trimming subgrade to the levels, watering, longitudinal and cross falls as
specified, making good any undulation developed during rolling by earth and rerolling of
that particular part.

RD.03 Supply, lay and compact lime stabilized soil over prepared surface to improve the sub
grade. Addition of lime shall be at the rate of 5% of the dry weight of the soil. CBR value
of the lime stabilized soil shall not be less than 10 for seven days curing & four days
soaking. Rate to include for pulverization of excavated sub grade (excavation measured
separately), mixing, watering, rolling, curing for 14 days, etc. complete, generally in
accordance with item 402 of MORT&H specifications.

RD.04 Supply, lay and compact well graded material on prepared sub grade for Granular Sub
Base (GSB) as per grading III of table 400-1 of MORT&H specifications and consolidating
the same to specified thickness. Include for placing screening / good murrum / crushed
stone as per the requirements in the interstices, watering, rolling, etc. complete as per
item 401 (granular sub base) of MORT&H specifications to achieve a surface which is well
closed, free from movement under compaction equipment and free from ridges, cracks or
loose materials. The measurement shall be on cubic meter basis of the net area executed.

RD.05 Same as RD.04 but granular sub base as per grading I of table 400-1 of MORT&H
specifications.

RD.06 Supply, lay and compact clean, crushed, graded aggregates & granular material, premixed
with water to a dense mass over prepared sub-base and consolidating it to specified
thickness in accordance with item 406 (Wet Mix Macadam) of MORT&H specifications.
Include for spreading, compaction and drying to achieve a surface which is well closed,
free from movement under compaction equipment and free from ridges, cracks or loose
materials all as per MORT&H requirements. The measurement shall be on cubic meter
basis of the net area executed.

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RD.07 Supply, lay and pack stones shoulder to shoulder with the grater dimension vertical and the
flatter short side at bottom, to form a layer not less than the specified thickness. Rates to
include for placing smaller stones in the interstices and hammering house until voids are
filled sufficiently for compaction, rolling with 8 to 10 t roller until stones are thoroughly
keyed and no further movement takes place, spreading, brushing and compacting stone
screening etc. complete. The specified thickness shall be attained after compaction.

RD.08 Supply, lay and pack coarse aggregate 53mm size and downgrade as per Grading III of Table
400-7 of MORT&H Specifications, to depth of 110mm thick (loose) and consolidating the
same to 75mm thickness by means of 8 t to 10 t rollers. Include for placing screening / good
murrum/smaller sized aggregate as per the requirements in the interstices until the layer is
thoroughly keyed and no further movement takes place on movement of compaction
equipments and making the layer water bound macadam all as per MORT&H requirements.

RD.09 Supply, lay and pack coarse aggregate 63mm size and downgrade as per Grading II of Table
400-7 of MORT&H Specifications, to depth of 110mm thick (loose) and consolidating the
same to 75mm thickness by means of 8 t to 10 t rollers. Include for placing screening / good
murrum / smaller sized aggregate as per the requirements in the interstices until the layer
is thoroughly keyed and no further movement takes place on movement of compaction
equipments and making the layer water bound macadam all as per MORT&H requirements.

RD.10 Supply, lay and pack coarse aggregate 90mm size and downgrade as per Grading I of Table
400-7 of MORT&H Specifications, to depth of 145mm thick (loose) and consolidating the
same to 100mm thickness by means of 8 t to 10 t rollers. Include for placing screening /
good murrum / smaller sized aggregate as per the requirements in the interstices until the
layer is thoroughly keyed and no further movement takes place on movement of
compaction equipments and making the layer water bound macadam all as per MORT&H
requirements.

RIGID PAVEMENT

RD.11 Providing & laying dry lean concrete (DLC) sub base over previously prepared surface as per
item no. 601 of MORT&H specifications and as per specified thickness. Include for
spreading, compaction, curing and drying to achieve a surface which is well closed, free
from movement under compaction equipment and free from ridges, cracks or loose
materials all as per MORT&H requirements. The measurement shall be on cubic meter
basis of the net area executed.

RD.12 Providing and laying minimum 125micron thick polythene sheet as per item no.602.5 of
MORT&H specifications, including overlaps (to be not less than 30 cm) etc. complete as
specified and as directed.

RD.13 Providing and laying paver quality cement concrete M35 ( Min. flexural strength of 40
kg/cm2) in unreinforced, dowel jointed pavement with broom finish in accordance with
item no. 602 of MORT&H specifications including form work, compacting by internal and
surface vibrators, finishing, curing, etc. complete as specified and as directed. Minimum
cement content shall be 350 kg/m3 of concrete. The Contractor will be permitted to use
Ready mix concrete (RMC) by establishing automatic batch mixing plant on site or procuring
it from such a plant from the vicinity of the plot. In such a case, he shall be allowed to
replace maximum 20% cement (by weight) with fly ash (as per IS. 3012). The minimum
cement content mentioned above shall be considered as total of cement and fly ash for

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 RMC. Rate to include cost of admixtures, if Required, to improve the workability. Design
mix of the Concrete shall be approved by the Engineer prior to usage of concrete at Site.

RD.14 Cutting construction and dummy joints of the concrete slabs by mechanical saw cut means
up to 75 mm depth and 5 mm width as directed by the Engineer.

RD.15 Providing and fixing in position premoulded joint filler board 20 mm thick confirming to I.S.
1838 for expansion joints, put to the required depth and 25 mm below the camber and as
directed including punching of holes to accommodate the dowels, etc. all as per item no.
602.2.7 of MORT&H specifications.

RD.16 Providing and fixing in position high yield strength deformed steel in tie bars of 12 mm dia.
and 70 cm long, wherever directed including applying bitumen, handling, fixing
straightening, necessary cutting, wastage, saddles to keep bars firmly in position etc.
complete in all respect as per item no. 602.6.6 of MORT&H specifications.

RD.17 Providing and fixing in position mild steel in dowel bars of 25 mm dia. 50 cm long and
placed as directed including handling, fixing, straightening, necessary cutting, and wastage
saddles to keep bars firmly in position etc. complete as per item no. 602.6.5 of MORT&H
specifications. No extra payment will be made for applying bitumen / grease to dowel bars,
warping waterproofing paper etc. as per drawing of expansion joint complete as directed.

RD.18 Providing 100 mm long PVC pipe around the dowel bars (25mm dia. approx length 500 mm
coated with bitumen paint), left at the end of expansion joints, duly greased inside the pipe
and around the pipe and the pipe duly worked with glass wool/ compressible sponge at the
end as directed.

RD.19 Dressing the transverse & longitudinal joints of concrete slabs with polysulfide sealant
confirming to BS 5212 ( Part 2) including cleaning the joints and ramming, etc. all as per
item no. 602.2.8 & 602.11 of MORT&H specifications.

FLEXIBLE PAVEMENT

RD.26 Provide base course of Dense Graded bituminous macadam with grading 1 of table 500-
10 having specified thickness and as per item 507 of MORT&H specification. Provision of
paving bitumen (penetration grade 60/70) in the mix shall be at minimum 4.5% of the
weight of the total mix. The measurement shall be on cubic meter basis of net area
executed.

RD.27 Tack coat – Supply and apply evenly a tack coat of rapid setting bituminous emulsion as
per IS-8887 over the prepared sub base at the specified rate and as per item 503 of
MORT&H specifications. Include for preparation of the surface by removing any dirt,
loose and foreign materials etc. all as per MORT&H requirements. The measurement shall
be on square meter basis of the net area executed.

RD.28 Supplying and laying 50mm thick Bituminous macadam course including using aggregate
size 45 down size, bituminous binder material 60/70 grade @ 5 Kg per Sqm and rolling etc
complete as per clause no 505 of MoRTH specifications.

RD.29 Supply & lay Bituminous Concrete of specified thickness on previously prepared
bituminous course with modified bitumen confirming to PMB 40 as per item 509 of

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 MORT&H specification. Provision of bitumen in the mix shall be at 5% to 7% of the weight
of the total mix. The measurement shall be on cubic meter basis of net area executed.

RD.30 Providing and laying 20mm thk premix asphalt carpet (Close-graded premix surfacing)
Type B including using aggregate size 15 down size, bituminous binder material 60/70
grade @ 2 Kg per Sqm and rolling, etc. complete as per clause no 512 of MoRTH
specifications.

RD.31 Provide & apply prime coat with approved bitumen emulsion having kinematic viscosity
of 30-60 centistokes over prepared sub base at the rate of 0.75kg per square meter and
as per item no. 502 of MORT&H specifications. Include for preparation of the surface by
removing any dirt, loose and foreign materials, etc, all as per MORT&H specifications. The
measurement shall be on square meter basis of net area executed.

RD.32 Providing and laying premix seal coat 15 mm thick of asphalt (type B) of grade 80/100 at
0.70 Kg/Sq.M. and spreading grit, brushing, rolling, etc. complete as per clause No 513 of
MoRTH specifications and as directed by Engineer In Charge.

MISCELLANEOUS

RD.33 Edging - Supply and lay stone/brick /Concrete edging of specified height and shape at the
edges of road surface. Include excavation, backfilling, compaction, bedding of 75mm thick
PCC 1:2:4, cutting and jointing in 1:4 cement mortar, curing, wastage etc. complete.

RD.34 Providing and laying concrete kerb constructed with suitable kerb casting machine and of
specified height, shape & size as per attached drawing, over 100 mm thick PCC in 1:4:8 at
the edge of road surface. Rate to include for excavation, backfilling, cutting for gap/recess,
providing precast element at the gap for outlet of road side water, immediate cement finish
on cast in situ kerb, curing, etc. complete.

RD.35 Providing, laying and jointing NP2 grade concrete hume pipe conforming to IS-458 in line
and level as shown on drawings.(or as directed) at any depth. Rate shall include for 75 mm
thick sand bedding, laying in slope, jointing with cement mortar (1:2), collar, curing etc
complete. Only excavation in pipe trenches and backfilling/spreading surplus material and
PCC at top of pipe shall be measured separately.

RD.36 Same as item no, RD.35 but for NP3 pipes.

RD.37 Same as item no, RD.35 but for NP4 pipes.

FENCING

RD.38 Supplying and erecting barbed wire fencing with M.S angle 50x50x6 post at every 3 m
centres and G.I. barbed wires weighing min. 9.38 kg per 100m strained and fixed to the
post. Rate shall be for unit length of fence having number of horizontal wires and number
of diagonals as specified/shown. Rate shall also include for excavation of posthole 450 x 450
x 500 mm, embedding angle post in concrete 1:2:4 in bottom three fourth depth of the
hole, curing, backfilling and spreading of surplus excavated material, applying one coat of
Zinc Chromate primer and two coats of enamel paint to angle post, etc. complete.

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RD.39 Supply and erect horizontal and diagonal lines of galvanized steel barbed wire weighing
min. 9.38 kg per 100 m, strained and fixed to the posts (measured separately).
Measurement shall be on the basis of length of each line of barbed wire.
RD.40 Providing and fixing G.I. chain link fencing as per following details.

(a) Providing and fixing 50 x 50 x 6mm angle post 2000 mm long at 3m c/c (fish tailed
at one end for grouting in concrete), 500mm length of angle shall be grouted in
cement concrete 1:2:4 block of size 450 x 450 x 500 mm below finished Ground
level. Include for necessary excavation to grout the angle post, drilling holes in the
posts, corner posts & struts.

(c) Chain link of 50 x 50 mm of 10 gauge and 3 numbers, 3mm dia. Galvanized tension
wires & wire strainers - fixed with vertical angle with bolts etc. complete. Height of
chain link shall be 1500 mm from finished ground level.

(d) Painting the angle posts with two coats of enamel paint over a coat of primer.

RD.41 Same as RD.40 but –

(a) Height of Chain link as 2100 mm above finished ground level

(b) Angle posts of 65 x 65 x 6 mm cranked 450 mm at top (above 2100 mm height).
Cranked portion of the post to be provided with 3 nos. barbed wire (each weighing
min. 9.38 kg per 100 m) clipped to the post.

RD.42 Supplying and erecting hot dipped galvanized, barbed razor type concertina coil fencing of
approved make, with ‘Y’ shape M.S angle 65x65x6 post at every 3m centers as per details
given below -

A) 3nos. 14 gauge GI barbed wire fixed by quarter pin over ‘Y’ shaped
M.S. angle for supporting concertina coil fencing.
B) Concertina coil having barbed razor strip of 0.5mm thick hot dip
galvanized strip with 19 mm width (before wrapping on central core (Wire)
wound over a central core of 12 SWG Hot dip galvanized spring steel high
tensile wire.
C) Fixing with GI Clips of 1.66mm thick

Measurements shall be for unit length of completed fence. Rate shall also include for Angle
post hole of 230x230x300mm in brick wall, embedding angle post by 250 mm in concrete
1:2:4, applying one coat of Zinc Chromate primer and two coats of enamel paint to angle
post, etc. complete.

RD.43 Supplying & fixing RCC M25 prestressed precast post of 150 mm x 150mm with necessary
grooves at a spacing not more than 2100 mm c/c and RCC M25 Prestressed precast panels
of 300 mm height x 50 mm thick. Columns shall have 7 pieces of 3mm steel bars with
stressing system. Panels shall have 3 pieces of 3mm steel bars with stressing system. Rate
to include fixing panels between two columns, cutting panels wherever required, 450 mm
x 450 mm x 750 deep foundation for columns with 1:2:4: concrete, filling gaps between
two planks & posts with cement, wastage, etc. complete. Measurement shall be on basis
of net length of the compound wall. The work shall be carried out by approved agency.

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RD.51 Removing barbed wire fencing including removal of angle post, barbed wire etc. complete
and stacking the same as directed by the Engineer. The removed fencing and posts shall be
the property of the Owner.

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MIS MISCELLANEOUS

MIS.01 Providing and fixing over deck insulation of 75 mm thick layer of perlite, Conlite or other
approved equivalent, in the ratio of 1 cement to 4 perlite by volume over any surface at
any height. Density of dry mix shall not be more than 480 kg/m3. The cement shall be
mixed with the perlite at dry stage and then necessary water shall be added. After
screeding the ready material in required thickness, curing shall be carried out for 7 days.
Rate to include cleaning the base surface thoroughly, finishing at the top, compaction,
etc. complete as per Manufacturer’s instructions.

MIS.02 Same as MIS.01 but in 20 mm thick double coat plaster over walls, ceilings or any other
surface at any height. 12 mm thick first coat of the plaster shall be carried out over the
thoroughly cleaned surface and shall have rough texture for proper bonding of
subsequent coat. Second coat of 8 mm thickness shall be then carried out over the first
coat after 3 days curing of the first coat as per Manufacturer’s instructions and finished
smooth.

MIS.03 Rate to include for construction of cement grit vata along all the edges between parapet
and slab, over chajja, water tank, etc. as per drawing in true line and level.

MIS.04 Providing and fixing "U" type air vent 450 mm long made out of 80mm dia. G.I. ‘C’ class pipe
including welding at the junction of two bend and pipe and fixing the same with wire mesh
in top slab of water tank with making the hole in the slab and filling the outlet gap with (1:4)
cement mortar. Rate shall include for one coat of Zinc Chromate primer and two coats of
approved enamel paint.

MIS.05 Providing & fixing acoustic insulation on walls consisting of 65 mm thick glass fibre (48
kg/m3 density) insulation of ‘KIMMCO’ / “TWIGA’ or other approved equivalent make.
Glass fibre to be fixed with GI framing at 600 mm c/c over the wall and shall be provided
with 600 mm x 1200 mm x 15 mm thick “MAT-BSB” acoustic tiles of “anutone” or other
approved equivalent. Rate to include for acoustic sealing of joints, adjustments around
switch boxes/ openings, etc. Complete. Payment shall be on the basis of net area of wall
covered with tiles.

MIS.06 Providing & fixing acoustic insulation on ceilings consisting of 50 mm thick glass fibre (48
kg/m3 density) insulation of ‘KIMMCO’ / “TWIGA’ or other approved equivalent make.
Glass fibre to be fixed with GI framing at 600 mm c/c with intermediate/ peripheral
channels and hanged from the ceiling/ soffit and shall be provided with 600 mm x 1200
mm x 18 mm thick “MAT-BSB” acoustic tiles of “anutone” or other approved equivalent.
Rate to include for acoustic sealing of joints, adjustments around beams, etc. complete.
Payment shall be on the basis of net area of ceiling covered with tiles.

MIS.07 Providing and installing in position DITEC (Model QIK 7EH), Italy make boom barrier
having standard boom length 6 M including all civil works.

MIS.08 Providing and fixing 25 mm thick thermocol sheet around machine foundation with
necessary arrangement for fixing sheet on r.c.c. surface finished with polysulfide sealant.

MIS.09 Weep holes: Providing & fixing 100 mm dia. PVC pipe in RCC / Brick walls in staggered
fashion as per drawings. Rate to include for placing, keeping in position, breaking wall,
embedding in wall and making good, etc. Complete.

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MIS.10 FRP Gratings: Providing and fixing 1-1/2” thick FRP gratings (HLC Gratings by Kemrock or
equal) over internal drainage or external drainage work (i.e. storm water drain) or on cable
trench etc. Rate to include cutting to required size, wastage complete as per specification
and as directed by Engineer in charge. Actual measurement of plan area shall be considered
for payment.

MIS.11 Providing and fixing 150 wide PVC/ CI rungs in RCC / brick walls in staggered fashion as
per drawings. Rate to include for placing, keeping in position, breaking wall, embedding in
wall and making good, etc. complete.

MIS.12 Brick soling - Supply and lay bricks on wide edge on prepared subgrade. Include for jointing
with 1: 6 cement mortar, curing etc. complete.

MIS.13 Brick soling - Supply and lay bricks on wide edge on prepared subgrade below the mud mat,
grade slab etc., Include for joint filling with silver sand, etc. complete.

MIS.14 Supply and lay grass/ lawn plantation for slope protection. Include for necessary ground
preparation, mulching, grass, watering, labour, wastage, etc. Also include for
maintenance of the grass for a period of one month from the date of completion of all
works covered under this Contract. Payment shall be made on the basis of net area of
grass plantation covered.

MIS.15 Supply and lay 1000 gauge black heavy duty single layer of polythene sheet of approved
make. Include for sealing joints by thermal welding (heat sealing) or adhesive tapes with
minimum over lap of 150mm. Measurement shall be on the basis of net area covered.

MIS.16 Supplying and fixing built in steel cupboard in given recess in wall of approximate size 2000
mm high x 1050 mm width x 500 mm depth including 20 gauge steel frame fixing on wall.
Rate to include for providing 20 gauge steel double shutter doors, 22 gauge steel horizontal
or vertical shelves, with one built-in locker, hanging rod, a tie bar, necessary locking
arrangement, etc. complete. Rate to include for one coat of Zinc Chromate primer and two
coats of approved enamel paint. Rate shall be paid on in to in size of frame.

MIS.17 Providing and fixing Lightening arrestor on the top of the tank as per IS: 2309 Code of
Practice for the protection of the building and allied structures against lightening. Position
and height of lightening arrestor shall be such that the whole structure shall be enclosed
with in cone having its apex at top end of the arrestor and generated by a line inclined at 60
degree to the vertical. The arrestor shall be suitably earthen.

MIS.18 Supply and lay 50 mm thick bitumen-sand (1:5) in line and levels as specified. Include for
drying sand, mixing with hot bitumen, spreading, compacting by hand rammers and
cleaning of surfaces before laying.

MIS.19 Laying and jointing of concrete non pressure pipes. Rate to include for trimming of trench
bottom, jointing with 1:4 mortar, curing, etc. complete in line and level as shown on
drawing. (Concrete pipes and collar shall be supplied by the Owner; pipe shall be in pieces
2500 mm long x 1500 mm internal dia.).

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MIS.20 Forming of 75 mm x 75 mm groove in brick work in line and level as shown on drawing.
Include for fixing of tar felt with cement mortar (1 cement, 1 sand and 2 grit). Include for
finishing of exposed surface of cement mortar to match with wall finishing in line and level.

MIS.21 Providing and fixing 12mm dia. bar in RCC slab/beam, etc. for fan hooks.

MIS.22 Providing and applying 3 coats of approved quality modified epoxy based molasses resisting
anticorrosive paint to footings, columns and plinth beams below ground. Include for any
additional excavation, preparation of surface etc. complete. The paint shall be stored,
mixed and applied as per the Manufacturer's instructions.

MIS.23 Dismantle the existing stores (No. 1 to 6 & shown in the attached drawing). The rate shall
be for dismantling of the existing structure on “as is where is” basis. In this regard the
Tenderer is advised to visit the site and obtain his own particulars of the type of structure
prior to submission of his offer. It is understood that Tenderer has visited the site and
acquainted himself with the site conditions, type of structure, total area to be dismantled,
etc, prior to submission of his offer and no claims and /or time extension shall be
entertained in this regards. Rate to include –

a) Dismantling of complete structure up to 300mm below the existing G.L.

b) Removal of dismantled structural steel and storing it in a proper manner within the
site. All dismantled steel members and roofing sheets shall be the property of the
Owner.
c) Removal of all debris (other than structural steel and roofing sheets) from site.

MIS.24 Removing at any height broken glasses in existing doors/windows and Supplying and
fixing 6mm thick wire glass to the same. Rate to include putty, battens etc. complete

MIS.25 Providing & fixing ‘Garden green net of “Netlon” or other approved equivalent at any
height as temporary barricade over the steel structure (measured separately)

MIS.26 Providing and applying silicone sealant of approved shade and of approved make at
isolation joints, around windows or other such surfaces at any height. Include for cleaning
the surface prior to application, finishing the sealed surface in proper line, removing
excess sealant, etc. complete.

MIS.27 The scope covers Design, Manufacturing, Inspection, Testing, packing, forwarding,
painting, supply, obtaining certification from statutory bodies and providing Performance
Guarantee of Pit type Weigh Bridge of 50 T Capacity. 1 No Pit Type Weigh Bridge system
of Capacity 50 T Complete with all necessary equipment like Load cells, Junction Box,
Controller, Communication Cord, Computer, Printer, Display Unit, necessary controllers in
all respect. 1 No. Pit type Electronic weigh bridge of Capacity 50 Tons Platform size 16 X 3
meters complete in all respects.

MIS.28A Providing and installing in position approved make and model, Motorized Retractable Gate
of given length and height with bottom track system including all civil works.

MIS.28B Providing and installing in position approved make and model, Motorized Retractable Gate
of given length and height without bottom track system including all civil work

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SECTION – IXB- BILL OF QUANTITY

SECTTION IXB-1 : MAIN PLANT BUILDING

DATE :24/1/2018
ITEM DESCRIPTION UNIT RATE QUANTITY AMOUNT
EXC EXCAVATION
EXC.1 EXCAVATION FOR FOUNDATION PITS TRENCHES ETC.
EXC.1A FOR DEPTH UPTO 1.5M M3 409.00
EXC.1B FOR DEPTH (1.5-3.0M) M3 116.00
FILL AND COMPACT SELECTED EARTH BROUGHT FROM WITHIN THE
EXC.5 SITE USING MECH. VIBRO ROLLER M3 774.00
EXC.7 SUPPLY-FILL-COMPACT SAND BROUGHT FROM OUTSIDE
EXC.7A AS PER 107 FOR FINE SAND M3 10.00
EXC.9 ANTITERMITE TREATMENT M2 3413.00
CON CONCRETE
CON.1 PLAIN CEMENT CONCRETE
CON.1B AS PER 201 1:4:8 P.C.C. M3 279.00
CON.1D AS PER 201 1:2:4 P.C.C. M3 8.00
M20 CONC. IN FOUNDATIONS, PEDESTALS, COLUMNS, BEAMS,
CON.3 COPINGS, WALLS, SLABS, SHELVES, STAIRS ETC.
CON.3A AT AND BELOW PLINTH LEVEL M3 639.00
CON.3B PLINTH TO 4.5 M M3 14.00
CON.4 M20 CONC.IN MACHINE FOUNDATIONS M3 21.00

EXTRA OVER M20 FOR M25 (ONLY ADDITIONAL COST FOR PROVIDING
CON.5A M25 GRADE OVER M20 GRADE SHOULD BE CONSIDERED) M3 145.00

EXTRA OVER M20 FOR M30 (ONLY ADDITIONAL COST FOR PROVIDING
CON.5B M30 GRADE OVER M20 GRADE SHOULD BE CONSIDERED) M3 21.00

EXTRA OVER ITEM CON.3 AND CON.5 FOR USING TREMIX OR

EQUIVALENT (ONLY ADDITIONAL COST FOR TREMIX FLOORS SHOULD
CON.6 BE CONSIDERED, CONCRETE IS INCLUDED IN ITEM CON.3)
CON.6E FOR 150 THICK M2 3389.00
CON.51 DISMANTLING RCC WORK M3 21.00
FW FORMWORK
FW.1 ORDINARY FINISH FOR CONCRETE WORK
FW.1A AT AND BELOW PLINTH M2 630.00
FW.1B PLINTH TO 4.5M M2 115.00
RF REINFORCEMENT
RF.3 HIGH STRENGTH DEFORMED BARS MINIMUM Fe-500 N/MM2 MT 33.00
WAL WALLS AND PARTITION
WAL.1 BRICK MASONRY IN 1:6 CEMENT MORTAR
WAL.1B PLINTH TO 4.5M M3 132.00
WAL.2 SAME AS ITEM WAL.1 FOR 1:4 CEMENT MORTAR BRICK MASONRY

Consultant: S3M Design Consultants LLP Page 91

WAL.2A AT AND BELOW PLINTH M3 53.00
FLOORING
FLR.2 POLISHED KOTAH STONE FLOORING 22.00
FLR.26 FULLY VITRIFIED TILE FLOORING
FLR.26A 600MM X 600MM M2 53.00
FLR.41 NON METALIC FLOOR HARDNER (NITOFLOR) M2 3907.00
DOORS AND WINDOWS
DW.1 ALUMINIUM DOOR
DW.01A SAME AS 808 BUT UPTO 5KG/M2 OF OPENING AREA M2 6.00
DW.04A SAME AS ABOVE BUT 40 MM THK M2 9.00
DW.11 ALUMINIUM WINDOW - FIXED TYPE 18.00
DW.12 ALUMINIUM FIXED LOUVERS WITH ALUMINIUM FRAME UP TO 8KG/M2 M2 72.00
DW.13 ALUMINIUM FRAME WITH GLASS LOUVERS
DW.13A SAME AS DW.13 BUT FOR FIXED TYPE LOUVERS M2 3.00

DW.17 ALUMINIMUN PARTITION PARTLY GLAZED AND PARTLY PANELED M2 161.00

SAME AS ITEM DW.52 BUT MECHANICALLY / ELECTRICALLY OPERATED
DW.53 ROLLING SHUTTER
DW.53C FOR ELECTRICAL & MECHANICAL OPERATED M2 149.00

DW.55 HOLLOW METAL FIRE RESISTANT DOOR (TWO HOUR FIRE RESISTANCE)
DW.55A FULLY FLUSH TYPE SINGLE SHUTTER DOOR M2 21.00
PLASTERING
PL.2 DOUBLE COAT SAND FACED CEMENT PLASTER M2 588.00
PL.3 20MM THK DOUBLE COAT MALA PLASTER M2 593.00
PL.4 SINGLE COAT MALA PLASTER M2 24.00
PAINTING
PNT.3 THREE COATS OF PLASTIC EMULSION PAINT M2 593.00

PNT.5 THREE COATS OF ACRYLIC BASED PAINT "APEX" OR EQUIVALENT M2 588.00

STRUCTURAL STEEL
STL.3 SUPPLY & FIX HOLDING DOWN BOLTS
STL.03A 20MM DIA 800 LONG NO 75.00
STL.03B 22MM DIA 880 LONG NO 75.00
STL.37 ANCHOR FASTNER BOLT HILTI OR EQUIVALENT
STL.37A 12MM DIA. NO 6.00
STL.37B 16MM DIA. NO 6.00
STL.38 CHEMICAL REBAR HILTI OR EQUIVALENT
STL.38B 10MM DIA REBAR 14MM DIA HOLE,100MM DEEP NO 6.00
STL.38C 12MM DIA REBAR 16MM DIA HOLE,120MM DEEP NO 6.00
STL.38D 16MM DIA REBAR 22MM DIA HOLE,160MM DEEP NO 6.00
WATER SULLPY AND SANITATION
UPVC SCHEDULE 40 PIPES (OPEN / CONCEALED) OF 'ASTRAL' OR
WS.2 EQUIVALENT.
WS.2A FOR 15 MM DIA M 16.00
WS.2C FOR 25 MM DIA M 11.00

Consultant: S3M Design Consultants LLP Page 92

WS.2D FOR 32 MM DIA M 11.00
WS.2E FOR 40 MM DIA M 11.00
WS.3 PVC "SWR" DRAINAGE PIPE
WS.3B 75MM OUTER DIA PIPE M 8.00
WS.3D 110MM OUTER DIA PIPE M 6.00
WS.08 PVC NANI TRAP (P-TRAP) NO 11.00
WS.31 WASH HAND BASIN
WS.31B 510X400MM OF COLOUR NO 4.00
WS.36 INDIAN STYLE W.C. PAN NO 4.00
WS.38 FLAT BACK URINAL
WS.38B MEDIUM TYPE NO 4.00
WS.52 C.P. TOWEL RAIL NO 4.00
WS.53 SOAP DISPENSER NO 4.00
WS.54 C.P. PAPER ROLL HOLDER NO 4.00
WS.55 MIRROR
WS.55A 450X600MM SIZE NO 4.00
ROADS
RD.5 GRANULAR SUB BASE IN SUBGRADE - I M3 683.00
TOTAL AMOUNT IN RUPEES

Consultant: S3M Design Consultants LLP Page 93

 SECTTION IXB-2 : HT LT ROOM , WORKERS QUARTER & SECURITY CABIN

ITEM DESCRIPTION UNIT RATE QUANTITY AMOUNT

EXC EXCAVATION
EXC.1 EXCAVATION FOR FOUNDATION PITS TRENCHES ETC.
EXC.1A FOR DEPTH UPTO 1.5M M3 147.00
EXC.1B FOR DEPTH (1.5-3.0M) M3 26.00
EXC.4 CARTING MATERIAL FROM SITE M3 42.00

EXC.6B AS PER 106 BUT USING MECH. VIBRO ROLLER M3 10.00

EXC.7 SUPPLY-FILL-COMPACT SAND BROUGHT FROM OUTSIDE
EXC.7B AS PER 107 FOR COARSE SAND M3 2.00
EXC.9 ANTITERMITE TREATMENT M2 221.00
CON CONCRETE
CON.1 PLAIN CEMENT CONCRETE
CON.1A AS PER 201 1:3:6 P.C.C. M3 12.00
CON.1B AS PER 201 1:4:8 P.C.C. M3 28.00
M20 CONC. IN FOUNDATIONS, PEDESTALS, COLUMNS,
CON.3 BEAMS, COPINGS, WALLS, SLABS, SHELVES, STAIRS ETC.
CON.3A AT AND BELOW PLINTH LEVEL M3 63.00
CON.3B PLINTH TO 4.5 M M3 70.00
EXTRA OVER M20 FOR M25 (ONLY ADDITIONAL COST
FOR PROVIDING M25 GRADE OVER M20 GRADE
CON.5A SHOULD BE CONSIDERED) M3 106.00
EXTRA OVER ITEM CON.3 AND CON.5 FOR USING
TREMIX OR EQUIVALENT (ONLY ADDITIONAL COST FOR
TREMIX FLOORS SHOULD BE CONSIDERED, CONCRETE IS
CON.6 INCLUDED IN ITEM CON.3)
CON.6E FOR 150 THICK M2 120.00
FW FORMWORK
FW.1 ORDINARY FINISH FOR CONCRETE WORK
FW.1A AT AND BELOW PLINTH M2 175.00
FW.1B PLINTH TO 4.5M M2 399.00
FW.1C 4.5 M TO 9.0 M FROM PLINTH LEVEL M2 127.00
RF.3 REINFORCEMENT
HIGH STRENGTH DEFORMED BARS MINIMUM Fe-500
RF.3 N/MM2 MT 12.00
WAL WALLS & PARTITION
WAL.1 BRICK MASONRY IN 1:6 CEMENT MORTAR
WAL.1A AT AND BELOW PLINTH M3 8.00
WAL.1B PLINTH TO 4.5M M3 108.00
WAL.01C 4.5M TO 9.0M FROM PLINTH M3 62.00
SAME AS ITEM WAL.1 FOR 1:4 CEMENT MORTAR BRICK
WAL.2 MASONRY
WAL.2A AT AND BELOW PLINTH M3 32.00

Consultant: S3M Design Consultants LLP Page 94

WAL.3 HALF BRICK MASONRY IN 1:4 CEMENT MORTAR M2 24.00
WPR WATER PROOFING
WATER PROOFING FOR HORI-VERT AND RETURNS FOR
WPR.4 TERRACE M2 28.00
FLR FLOORING
FLR.2 POLISHED KOTAH STONE FLOORING 26.00
FLR.2A 20/25MM THICK M2 20.00
FLR.3 125 HIGH POLISHED KOTAH STONE SKIRTING M 37.00
FLR.5 POLISHED KOTAH STONE FOR STAIRCASE M2 13.00
FLR.6 POLISHED KOTAH STONE FOR PLATFORM - SINK - ETC. M2 7.00
FLR.26 FULLY VITRIFIED TILE FLOORING
FLR.26A 600MM X 600MM M2 112.00
FLR.28 FULLY VITRIFIED TILE SKIRTING M 221.00
GLAZED TILES/CERAMIC TILES / MARBLE TILES IN
FLR.29 FLOORING & DADO
AS PER FLR.29 FOR CERAMIC TILES (KAJARIA OR
FLR.29C EQUIVALENT) M2 76.00
FLR.78 BROKEN CHINA MOSAIC FLOORING M2 141.00
DW DOORS & WINDOWS
DW.1 ALUMINIUM DOOR
DW.01A SAME AS 808 BUT UPTO 5KG/M2 OF OPENING AREA M2 6.00
DW.10 ALUMINIUM WINDOW
DW.10A SAME AS DW.10 BUT UPTO 2KG/M2 OF OPENING AREA M2 45.00
DW.13 ALUMINIUM FRAME WITH GLASS LOUVERS
DW.13B SAME AS DW.13 BUT FOR OPENABLE TYPE LOUVERS M2 2.00
DW.28 40 MM THICK FLUSH DOOR
SAME AS DW.28 FLUSH DOOR WITH BOTH SIDE 1MM TK
DW.28A LAMINATED SHEET OF APPROVED BRAND & SHADE M2 10.00
PL PLASTER
PL.2 DOUBLE COAT SAND FACED CEMENT PLASTER M2 660.00
PL.3 20MM THK DOUBLE COAT MALA PLASTER M2 1090.00
PL.4 SINGLE COAT MALA PLASTER M2 265.00
PNT PAINTING
PNT.1 TWO COATS OF WHITE OR COLOUR WASH M2 239.00
PNT.2 TWO COATS OF OIL BOUND DISTEMPER M2 101.00
PNT.3 THREE COATS OF PLASTIC EMULSION PAINT M2 936.00
THREE COATS OF ACRYLIC BASED PAINT "APEX" OR
PNT.5 EQUIVALENT M2 746.00
RCF ROOFING
RCF.16 PRECOATED COLOUR G.I. CORRUGATED SHEETS M2 59.00
RCF.29 PVC RAIN WATER PIPES
RCF.29A AS PER RCF.29 BUT 110 DIA PIPES M 39.00
STL STRUCTURAL STEEL
STRUCTURAL STEEL WORK INCLUDING ONE COAT ZINC
CHROMATE PRIMER AND TWO COATS OF ENAMEL
STL.01 PAINT MT 1.00
STL.2 STEEL INSERTS KG 16.00

Consultant: S3M Design Consultants LLP Page 95

WS WATER SUPPLY & SANITORY
UPVC SCHEDULE 40 PIPES (OPEN / CONCEALED) OF
WS.2 'ASTRAL' OR EQUIVALENT.
WS.2A FOR 15 MM DIA M 19.00
WS.2C FOR 25 MM DIA M 21.00
WS.02D FOR 32 MM DIA M 15.00
WS.2E FOR 40 MM DIA M 6.00
WS.3 PVC "SWR" DRAINAGE PIPE
WS.3B 75MM OUTER DIA PIPE M 16.00
WS.3D 110MM OUTER DIA PIPE M 16.00
WS.08 PVC NANI TRAP (P-TRAP) NO 9.00
WS.16 GUN METAL BALL VALVES
WS.16B 32 MM DIA NO 2.00
WS.16C 25 MM DIA NO 2.00
WS.31 WASH HAND BASIN
WS.31B 510X400MM OF COLOUR NO 4.00
WS.36 INDIAN STYLE W.C. PAN NO 4.00
WS.38 FLAT BACK URINAL
WS.38B MEDIUM TYPE NO 2.00
WS.52 C.P. TOWEL RAIL NO 4.00
WS.53 SOAP DISPENSER NO 4.00
WS.54 C.P. PAPER ROLL HOLDER NO 4.00
WS.55 MIRROR
WS.55A 450X600MM SIZE NO 4.00
RD ROADS
RD.5 GRANULAR SUB BASE IN SUBGRADE - I M3 51.00
TOTAL AMOUNT IN RUPEES

Consultant: S3M Design Consultants LLP Page 96

 SECTTION IXB-3 : ROAD, SEWAGE, SWD, UNDER
GROUND TANKk & WATER SUPPLY
DATE :24/1/2018
ITEM DESCRIPTION UNIT RATE QUANTITY AMOUNT
EXC EXCAVATION
EXC.1 EXCAVATION FOR FOUNDATION PITS TRENCHES ETC.
EXC.1A FOR DEPTH UPTO 1.5M M3 946
EXC.1B FOR DEPTH (1.5-3.0M) M3 53
EXC.1C FOR DEPTH (3.0-4.5M) M3 41
EXC.4 CARTING MATERIAL FROM SITE M3 1271
CON CONCRETE
CON.1 PLAIN CEMENT CONCRETE
CON.1A AS PER 201 1:3:6 P.C.C. M3 8
CON.1D AS PER 201 1:2:4 P.C.C. M3 72
M20 CONC. IN FOUNDATIONS, PEDESTALS, COLUMNS,
CON.3 BEAMS, COPINGS, WALLS, SLABS, SHELVES, STAIRS ETC.
CON.3A AT AND BELOW PLINTH LEVEL M3 56
CON.3B PLINTH TO 4.5 M M3 7
EXTRA OVER M20 FOR M25 (ONLY ADDITIONAL COST FOR
PROVIDING M25 GRADE OVER M20 GRADE SHOULD BE
CON.5A CONSIDERED) M3 29
EXTRA OVER M20 FOR M30 (ONLY ADDITIONAL COST FOR
PROVIDING M30 GRADE OVER M20 GRADE SHOULD BE
CON.5B CONSIDERED) M3 34
CON.13 M20 PRECAST DRAIN COVER INCLUDING FORMING
CON.13C FOR WIDTH:600-800MM & 70MM THICK M 26
CON.13H FOR WIDTH:600-800MM & 90MM THICK M 16
CON.15 PVC WATER STOPPER
CON.15B 230MM WIDE SINGLE BULB WITH 10MM THICK M 17
FW FORMWORK
FW.1 ORDINARY FINISH FOR CONCRETE WORK
FW.1A AT AND BELOW PLINTH M2 540
RF REINFORCEMENT
HIGH STRENGTH DEFORMED BARS MINIMUM Fe-500
RF.3 N/MM2 MT 5
WAL WALLS AND PARTITTION
WAL.1 BRICK MASONRY IN 1:6 CEMENT MORTAR
WAL.1A AT AND BELOW PLINTH M3 202
WPR WATER PROOFING
WPR.11 INTEGRAL PENETRATING CRYSTALLINE WATERPROOFING
WPR.11A AS PER WPR.11 BUT ON RAFT / FLOOR M2 38
WPR.11B AS PER WPR.11 BUT ON WALLS M2 60
FLR FLOORING
FLR.2 POLISHED KOTAH STONE FLOORING
FLR.53 PAVER BLOCK FLOORING (M30 GRADE)
FLR.53B 65MM THICK M2 845
FLR.66 50MM THICK IPS M2 127

Consultant: S3M Design Consultants LLP Page 97

 PL PLASTERING
PL.5 20MM WATER PROOF PLASTER M2 97
STL STRUCTURAL STEEL
STL.2 STEEL INSERTS KG 6
STL.7 SLIDING GATE KG 2411
STL.8 WICKET GATE KG 78
WS WATER SUPPLY AND SANITORY
UPVC-SCHEDULE 80 PIPES (BELOW GROUND) - 'ASTRAL'
WS.1 OR EQUIVALENT
WS.01D 50MM DIA M 73
WS.01E 40MM DIA M 83
WS.01F 32MM DIA M 26
WS.01G 25MM DIA M 16
UPVC-SN-4 PIPES (BELOW GROUND) - 'ASTRAL' OR
WS.4
EQUIVALENT
WS.4A 110 MM DIA M 134
WS.04B 160 MM DIA M 37
WS.06 STONE WARE GULLY TRAP NO 11
WS.16 GUN METAL BALL VALVES
WS.16A 40 MM DIA NO 1
WS.16B 32 MM DIA NO 1
WS.16C 25 MM DIA NO 1
WS.16D 20 MM DIA NO 1
WS.18 GUN METAL VALVES
WS.18E 40MM DIA NO 2
WS.18F 50MM DIA NO 2
WS.27 C.I. COWL FOR VENTILATING PIPE
WS.27A AS PER 1307 FOR 75MM DIA NO 1
WS.61 INSPECTION CHAMBER
WS.61A 600MM X 450MM X 600MM DEEP NO 4
WS.62 MANHOLE
WS.62A FOR DEPTH OF 1000MM (800MM x 900MM) NO 4
WS.62F FOR DEPTH OF 900MM (750MM x 900MM) NO 4
WS.64 VALVE CHAMBER
WS.64A VALVE CHAMBER (600*600) NO 4
WS.64B VALVE CHAMBER (800*800) NO 1
WS.65 CATCHPIT CHAMBER
WS.65B DEPTH UPTO 1.5M (800MM X 800MM) NO 10
WS.65C DEPTH UPTO 1.0M (600MM X 600MM) NO 10
WS.70 C.I. MAN HOLE COVER WITH FRAME NO 1
PROVISIONAL SUM FOR CIVIL,MECHANICAL, ELECTRICAL
PIPING AND INSTRUMENTATION WORKS OF 1KLD
SEWAGE TRATMENT PLANT AND DISPOSAL OF TREATED
WS.72 WATER LS 1
WS.83 PERCOLATION WELL AS PER DRAWING NO 5
PROVISIONAL SUM FOR HYDRO PNEUMATIC PRESSURE
WS.84 BOOSTING SYSTEM LS 1
RD ROADS

Consultant: S3M Design Consultants LLP Page 98

 RD.1 EXCAVATION FOR ROADS M3 2607
RD.2 SUBGRADE COMPACTION M2 4605
RD.5 GRANULAR SUB BASE IN SUBGRADE - I M3 752
RD.6 WET MIX MACADAM M3 628
RD.33 EDGING
WITH M20 GRADE CONCRETE OF SIZE 350 X 125MM HIGH
RD.33D WITH BEDDING OF 75MM THICK P.C.C. 1:2:4 M 483
RD.36 NP3 TYPE CONCRETE HUME PIPES
RD.36A 150 MM DIA M 42
RD.36B 200 MM DIA M 42
RD.36C 300 MM DIA M 62
RD.36F 450 MM DIA M 42
RD.36G 600 MM DIA M 26
MIS MISCELLENEOUS
MIS.11 PVC/CI RUNGS NO 40
TOTAL AMOUNT IN RUPEES

Consultant: S3M Design Consultants LLP Page 99

SECTION - IXC PRICE SCHEDULE:

Section Amount in Rs.

IXB – 1 MAIN PLANT BUILDING

IXB – 2 SECURITY CABIN, WORKERS FACILITY, UTILITY AREA

IXB - 3 INFRASTRUCTURE WORK

GST _______ %

TOTAL

Consultant: S3M Design Consultants LLP Page 100

SECTION – X DAYWORK SCHEDULE:

1.00 GENERAL

The Contractor shall be paid in accordance with this day works schedules for Works that
cannot be properly measured. Such works shall be valued at the rates for labour, plant and
materials as filled by him in the schedules of basic prices in following section. Percentages
for profit shall be added in accordance with those given in Section 2.00 below.

2.00 Percentages for profit, etc.

The following percentages will be added to the basic net cost of labour, plant and material
to take into account cost of fuel, oil, grease, drivers' and turn boy’s wages, operational and
maintenance costs, standing and idle time, use of tools and plants (other than power
driven), sharpening tools, wastage, consumable stores, supervision, insurance, transport,
handling, establishment, watching, lighting, overheads, taxes, profits and any other man
material or plant required to complete the day works. Percentage indicated by the
Tenderer shall include for any increase and escalation cost up to the time of execution of
contract.

A) Labour %
B) Plant %
C) Materials %

3.00 Schedule of Basic Prices

The Tenderer must insert against each item the basic price as defined hereunder..

The basic price is defined as the market price or rate prevailing on the day of submission of
Tenders and applicable for the Proposed Work.

The Engineer reserves the right by mutual agreement to fix or alter any of the basic rates or
prices inserted in this schedule by the Tenderer if, in his opinion, they do not comply with
the above or are considered by him to be unreasonable or unrealistic. The size and quantity
of all materials shall confirm to the specifications contained in this Document.

3.01 Labour Rate per hr. Rs.

(a) Unskilled labour
(b) Skilled or semi-skilled
1) Mason
2) Carpenter
3) Brick layer
4) Concretor
5) Plasterer
6) Steel bender and fixer
7) Scaffolder
8) Joiner
9) Glazier
10) Pavor
11) Plumber
12) Painter

Consultant: S3M Design Consultants LLP Page 101

 13) Electrician
14) Welder
15) Fabricator

3.02 Plant and Machinery

Description Capacity Per hr. of use

1) Tractor with trailer
2) Smooth wheel roller
3) Small hand propelled
vibrating roller
4) Vibrating plate
compactor
5) Concrete mixer
6) Concrete needle vibrator
7) Compressor with jack hammer
8) Vibrating screed
9) Bulldozer
10) JCB type excavator
11) Mobile crane
12) Tipper Truck
13) Welding Set

3.03 Materials

Description Unit Rate

1) Ordinary Portland cement Bag of 50 kg

2) Building sand M3
3) Aggregate -60mm M3
-50mm M3
-40 mm M3
-20 mm M3
-12 mm M3
4) Quarry dust M3
5) Rubble 150 mm (maximum) M3
230 mm (maximum) M3

6) Reinforcing steel bars

6 mm dia. M.S. bars Tone

8 mm to 32 mm dia. TMT bars fe-415 Tone

7) Structural Steel

M.S. angles Tone

M.S. Channels Tone
M.S. 'I' beams Tone
M.S. flats & plates Tone
M.S. black sheets Tone
G.I. plain sheets Tone

Consultant: S3M Design Consultants LLP Page 102

8) 0.6 mm thick pre colour coated industrial trough type sheets M2

9) 1.6mm thick translucent sheet M2

10) Red burnt clay bricks 1000 Nos.

11) 150x150x6mm thick white

Glazed tiles 12 Nos.

12) PKS stone

600 x 450 mm 20 mm thick M2
600 X 600 mm 20 mm thick M2

13) Fully vitrified tiles – 600mm x600mm M2

14) Ceramic tiles 200 mm x 300 mm M2

15) Flat enamel paint Litre

16) Paint – Luxor silk of Berger of Asian paint Litre

Acrylic base Exterior paint (Apex) Litre

17) Apex Litre

18) Zinc Chromate primer Litre

19) G.I. Pipes

12mm dia. M
20mm dia. M
25mm dia. M
32mm dia. M
40mm dia. M
50mm dia. M
65mm dia. M
75mm dia. M
100mm dia. M

20) RCC NP3 pipes

300mm dia. M
450mm dia. M
600mm dia. M
750mm dia. M

21) Stone ware pipes

100mm dia. M
150mm dia. M
230mm dia. M

Consultant: S3M Design Consultants LLP Page 103

22) PVC pipe

100mm dia. 6kg/cm2 M

150mm dia. 6 kg/cm2 M
200mm dia. 6kg/cm2 M

23) ISI mark welding rods Kg

24) Plain Glass

a) 4.0mm thick M2
b) 5.0mm thick M2
c) 5.5mm thick M2
d) 6.0mm thick M2
e) 12.0mm thick M2

25) Gypsum board false ceiling

a) 12mm thick M2

26) Aluminum section – 3mm thick Kg

of Jindal / Indal

27) 80/100 Bitumen Kg

Consultant: S3M Design Consultants LLP Page 104

SECTION - XI LIST OF DRAWINGS:

Sr. Drg. No. Title

1 GN.01-R2 MASTER LAYOUT
No.
2 01.AR.01-R1 GROUND FLOOR PLAN AND SECTION DETAILS
3 01.AR.02-R1 ELEVATIONS OF MPB
4 02.AR.01 STAFF QUARTERS PLAN, ELEVATION AND SECTION
5 03.AR.01 SECURITY CABIN PLAN, ELEVATION AND SECTION
6 STAFF
04.AR.01 UTILITY BLDG. PLAN, ELEVATION AND SECTION

Consultant: S3M Design Consultants LLP Page 105

 THIS DRAWING IS EXCLUSIVE PROPERTY OF "S3M DESIGN CONSULTANTS LLP"
AND SHOULD NOT BE USED,COPIED,REPRODUCED AND EXHIBITED IN ANY WAY
DETRIMENTAL TO OUR INTEREST WITHOUT OUR WRITTEN CONSENT.
GENERAL NOTES :

N
KEY PLAN

12.00M W I D E R O A D 12.00M W I D E FUTURE R O A D

OTTA OTTA

TOILET
362.00 CHEMICAL
SQ.FT STORAGE AREA
2000.00 SQ.FT
RAW
MATERIAL
5060.00 SQ.FT
OTTA OTTA

12.00M W I D E R O A D
12.00M W I D E R O A D

R1 REVISED AS PER CLEINT'S FEEDBACK 20-12-17 DEEPAK SHWETA

FORMULATION UNIT REV NO. DESCRIPTION DATE DRAWN CHECKED

12.00M W I D E R O A D
& RO
2000.00 SQ.FT FUTURE EXPANSION REF. DRGS. :
MACHINE
AREA 33373.53 SQ.FT 01. ARCHITECTURAL : -----
5000.00 SQ.FT 02. STRUCTURAL : -----
03. HVAC : -----
04. ELECTRICAL : -----
05. UTILITIES : -----

ASSOCIATES :
FINISHED ELECTRICAL FIRE SAFETY
GOODS AREA
11740.00 SQ.FT --- ---
OTTA SPACE REQUIRE FOR OTTA MECH. UTILITIES HVAC
MATERIAL MOVEMENT
6216.00 SQ.FT --- ---
WORKERS UTILITY
QUARTERS BLOCK
1614 SQ.FT
MASTER LAYOUT
779.30 SQ.FT LAB
OFFICE 150.00
317.00 SQ.FT SQ.FT

OTTA OTTA
NIRMAL SEEDS PVT. LTD.
3.60M W I D E R O A D AT - GODHARA
PROJECT NO: DRAWING NUMBER : REVISION
12.00M W I D E R O A D 12.00M W I D E FUTURE R O A D

SECU.
CABIN
1743 GN.01 R1
269.00 SQ.FT
EXIT IN DRAWN KETAN SCALE TENDER

ENTRY EXIT
FUTURE
DESIGNED SHWETA
1:500
T
GATE-1
GATE-2 CHECKED
APPROVED
FALGUN
AMIR SUTHAR
DATE :
24-01-2018 A1
EXTERNAL ROAD
S3M DESIGN CONSULTANTS LLP
B-801, WESTGATE, NEAR YMCA CLUB, S G HIGHWAY, AHMEDABAD-15.
PHONE: +91 (079) 66118122/66118123
ENGINEERING + PLANNING W: www.s3mconsultants.com E: s3m@s3mconsultants.com
 THIS DRAWING IS EXCLUSIVE PROPERTY OF "S3M DESIGN CONSULTANTS LLP"
AND SHOULD NOT BE USED,COPIED,REPRODUCED AND EXHIBITED IN ANY WAY
DETRIMENTAL TO OUR INTEREST WITHOUT OUR WRITTEN CONSENT.
A GENERAL NOTES :
X6
BTM. OF EAVES BTM. OF EAVES
(+07.450 LVL.) (+07.450 LVL.)

IMPORTANT NOTE :
CANOPY BTM.
(+04.750 LVL.)
X5 6
LINTEL LVL.
(+02.550 LVL.)
DETAIL-X1 IMPORTANT TECHNICAL PARAMETERS :

X4
PLINTH LVL.
(+00.450 LVL.)
F.G.L. CANOPY BTM. DETAIL-X6
(±00.000 LVL.) (+04.750 LVL.) D
1 2 3 4 5 6 7 8 9
SECT- 1

1
DETAIL-X2
LINTEL LVL.
(+02.550 LVL.)
C 1
OTTA OTTA

UP UP

H G
SCHEDULE OF OPENINGS:
MKD. SIZE SILL LINTEL TOTAL REMARKS
TOILET BLOCK
PLINTH LVL.
(+00.450 LVL.) DETAIL-X5 HEIGHT HEIGHT NOS.
5800 x 5800 F.G.L.
(±00.000 LVL.)

SECT- 2 1
CHEMICAL
G STORAGE AREA
RAW
MATERIAL

OTTA
1 OTTA

F X3 DETAIL-X4
UP UP

FORMULATION UNIT
& RO

E F

MACHINE
AREA DETAIL-X3
B D H

N
KEY PLAN

12.00M W I D E R O A D 12.00M W I D E FUTURE R O A D

G
OTTA
OTTA

D
6975 x 3000 6975 x 3000
UP UP

TOILET BLOCK
5800 x 5800

CHEMICAL
STORAGE AREA
RAW
MATERIAL

OTTA
3000 x 7750
OTTA
3000 x 7750

12.00M W I D E R O A D
X2

12.00M W I D E R O A D
UP UP

12.00M W I D E R O A D
FORMULATION UNIT
& RO

FUTURE EXPANSION
MACHINE
33373.53 SQ.FT
AREA

OTTA
FINISHED SPACE REQUIRE FOR 3000 x 7750
OTTA GOODS AREA MATERIAL MOVEMENT
3000 x 7750

UTILITY
UP UP

WORKERS BLOCK
1614 SQ.FT
QUARTERS
OFFICE LAB.

UP X1 UP
OTTA OTTA
6975 x 3000 6975 x 3000

3.60M W I D E R O A D

12.00M W I D E R O A D 12.00M W I D E FUTURE R O A D

SECU.
CABIN
269.00 SQ.FT

F
EXIT IN
FUTURE
ENTRY EXIT
GATE-2
GATE-1

EXTERNAL ROAD

C
E REVISED AS PER
R1 25-12-17 KETAN AS
2 CLIENT'S COMMENTS
OTTA REV NO. DESCRIPTION DATE DRAWN CHECKED
FINISHED SPACE REQUIRE FOR
OTTA GOODS AREA MATERIAL MOVEMENT REF. DRGS. :
01. ARCHITECTURAL : -----
02. STRUCTURAL : -----
03. HVAC : -----
D 04. ELECTRICAL :
05. UTILITIES :
-----
-----

B ASSOCIATES :
ELECTRICAL FIRE SAFETY
UP UP
1 --- ---
MECH. UTILITIES HVAC
C --- ---
FLOOR PLANS, SECTIONS & DETAILS
MAIN PLANT BUILDING
OFFICE LAB. NIRMAL SEEDS PVT. LTD.
B AT - GODHARA
A
PROJECT NO: DRAWING NUMBER : REVISION
UP X1 UP
OTTA OTTA
1743 01.TR.01 R1
DRAWN KETAN SCALE TENDER
A DESIGNED SHWETA
1:150
T
CHECKED FALGUN DATE :
APPROVED AMIT SUTHAR
24-01-18 600x1000
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9 S3M DESIGN CONSULTANTS LLP
ROOF PLAN B-801, WESTGATE, NEAR YMCA CLUB, S G HIGHWAY, AHMEDABAD-15.
GROUND FLOOR PLAN A
ENGINEERING + PLANNING
PHONE: +91 (079) 66118122/66118123
W: www.s3mconsultants.com E: s3m@s3mconsultants.com
 THIS DRAWING IS EXCLUSIVE PROPERTY OF "S3M DESIGN CONSULTANTS LLP"
AND SHOULD NOT BE USED,COPIED,REPRODUCED AND EXHIBITED IN ANY WAY
DETRIMENTAL TO OUR INTEREST WITHOUT OUR WRITTEN CONSENT.
GENERAL NOTES :

BTM. OF EAVES
(+07.450 LVL.) IMPORTANT NOTE :

STANDARD DRAWING SYMBOLS:

+ FINISHED LEVEL
+ UNFINISHED LEVEL
LINTEL LVL. XX
(+02.550 LVL.) CARDINAL DESCRIPTION
ELEVATION + 0000 MT.

PLINTH LVL.
(+00.450 LVL.) 1
F.G.L.
(±00.000 LVL.)
A B C D E F G H
A
ELEV- D
GRAPHIC LEGEND :

BTM. OF EAVES
(+07.450 LVL.)

LINTEL LVL.
(+02.550 LVL.)

PLINTH LVL.
(+00.450 LVL.)

F.G.L.
(±00.000 LVL.) 9 8 7 6 5 4 3 2 1
ELEV- C

BTM. OF EAVES
(+07.450 LVL.)

---- ---- ---- ---- ----

LINTEL LVL.
(+02.550 LVL.) REV NO. DESCRIPTION DATE DRAWN CHECKED
REF. DRGS. :
PLINTH LVL. 01. ARCHITECTURAL : -----
(+00.450 LVL.) 02. STRUCTURAL : -----
03. HVAC : -----
F.G.L. 04. ELECTRICAL : -----
(±00.000 LVL.) H G F E D C B A 05. UTILITIES : -----

ASSOCIATES :
ELEV- B ELECTRICAL FIRE SAFETY
--- ---
MECH. UTILITIES HVAC
--- ---
ELEVATIONS
MAIN PLANT BUILDING
BTM. OF EAVES
(+07.450 LVL.) NIRMAL SEEDS PVT. LTD.
AT - GODHARA
PROJECT NO: DRAWING NUMBER : REVISION

LINTEL LVL.
1743 01.TR.02 R0
(+02.550 LVL.) DRAWN KETAN SCALE TENDER

PLINTH LVL.
DESIGNED SHWETA
1:175
T
(+00.450 LVL.)

F.G.L.
CHECKED
APPROVED
FALGUN
AMIT SUTHAR
DATE :
24-01-2018 A2
(±00.000 LVL.) 1 2 3 4 5 6 7 8 9
S3M DESIGN CONSULTANTS LLP
ELEV- A ENGINEERING + PLANNING
B-801, WESTGATE, NEAR YMCA CLUB, S G HIGHWAY, AHMEDABAD-15.
PHONE: +91 (079) 66118122/66118123
W: www.s3mconsultants.com E: s3m@s3mconsultants.com
 THIS DRAWING IS EXCLUSIVE PROPERTY OF "S3M DESIGN CONSULTANTS LLP"
AND SHOULD NOT BE USED,COPIED,REPRODUCED AND EXHIBITED IN ANY WAY
BOTTOM OF EAVES LVL DETRIMENTAL TO OUR INTEREST WITHOUT OUR WRITTEN CONSENT.
(+105.950 LVL.)
GENERAL NOTES :
2 C
LINTEL LVL
(+105.050 LVL.)

IMPORTANT NOTE :
SILL LVL
(+103.850 LVL.)

PLINTH LVL STANDARD DRAWING SYMBOLS:

B (+102.950 LVL.) + FINISHED LEVEL
WC
1200 x 1200
WC F.G.L LVL
(+102.500 LVL.)
+ UNFINISHED LEVEL
1200 x 1200 CARDINAL DESCRIPTION
1 2 3 4 5 ELEVATION + 0000 MT.
1 + 102.950 LVL.
+ 102.500 LVL. ELEV- A
0
ROOM-1 ROOM-2 ROOM-3
D 3600 x 3000
+ 102.950 LVL.
3600 x 3000
+ 102.950 LVL.
3600 x 3000
+ 102.950 LVL.
B
+ 102.500 LVL. + 102.500 LVL. + 102.500 LVL. A
BATH
1200 x 1685
BATH
1200 x 1685
BOTTOM OF EAVES LVL
(+105.950 LVL.)
X4 X

A LINTEL LVL GRAPHIC LEGEND :

(+105.050 LVL.)

+ 102.800 LVL.
+ 102.500 LVL.
1200 M WIDE OPEN CORRIDOR + 102.800 LVL.
+ 102.500 LVL.

SILL LVL
+ F.G.L LVL. (+103.850 LVL.)
+102.500 LVL.
FINISHING SEHEDULE :

PLINTH LVL
(+102.950 LVL.)
F.G.L LVL
(+102.500 LVL.)

3 5 4 3 2 1
GROUND FLOOR PLAN A ELEV- C
1 2 3 4 5

BOTTOM OF EAVES LVL

ROOM-1 INSIDE (+105.950 LVL.)
BOTTOM OF EAVES LVL
(+105.950 LVL.)
SCHEDULE OF OPENINGS:
SIZE
MKD. (CLEAR OPENING) SILL LINTEL TOTAL REMARKS
HEIGHT HEIGHT NOS.

LINTEL LVL LINTEL LVL

(+105.050 LVL.) (+105.050 LVL.)
BOTTOM OF EAVES LVL
(+105.950 LVL.)

OUTSIDE

DETAIL-X4 SILL LVL

(+103.850 LVL.)
SILL LVL
(+103.850 LVL.)
2
X2
LINTEL LVL PLINTH LVL PLINTH LVL
(+105.050 LVL.) (+102.950 LVL.) (+102.950 LVL.)
F.G.L LVL F.G.L LVL
(+102.500 LVL.) (+102.500 LVL.)
B A A B
ELEV- D ELEV- B
N
X3 ROOM -2 2 KEY PLAN
+ 102.950 LVL.
+ 102.500 LVL.
SILL LVL PLINTH LVL B
(+103.850 LVL.) (+102.950 LVL.)
+ 102.800 LVL. 1
CORRIDOR + 102.500 LVL.

CORRIDOR
12.00M W I D E R O A D

+ 102.950 LVL.
+ 102.500 LVL. ROOM-1 + 102.800 LVL.
A TOILET BLOCK
5800 x 5800
UP
OTTA
6975 x 3000
UP
OTTA
6975 x 3000

PLINTH LVL CHEMICAL

STORAGE AREA
RAW
MATERIAL

+ 102.500 LVL.
OTTA
3000 x 7750

(+102.950 LVL.)
OTTA
3000 x 7750

12.00M W I D E R O A D
UP UP

FORMULATION UNIT
& RO

F.G.L LVL
MACHINE
AREA

(+102.500 LVL.)
F.G.L LVL 1 2 3 4 5 OTTA
3000 x 7750
FINISHED
GOODS AREA
SPACE REQUIRE FOR
MATERIAL MOVEMENT
OTTA
3000 x 7750

STAFF UTILITY

(+102.500 LVL.)
SECT- 2
UP UP

QUARTERS BLOCK
1614 SQ.FT

SECT- 3 ROOF PLAN

WC
1250 x 1200
WC
1250 x 1200

ROOM-1 ROOM-2 ROOM-3

OFFICE LAB.
3600 x 3000 3600 x 3000 3600 x 3000

BATH
1250 x 1685
BATH
1250 x 1685

B A
1200M WIDE CORRIDOR
UP X1 UP
OTTA OTTA
6975 x 3000 6975 x 3000

A
ENTRY

3.60M W I D E R O A D

12.00M W I D E R O A D

SECU.
CABIN
269.00 SQ.FT

ENTRY EXIT

GATE-1

EXTERNAL ROAD

BOTTOM OF EAVES LVL

(+105.950 LVL.)

LINTEL LVL
(+105.050 LVL.)

LINTEL LVL
(+105.050 LVL.)
DETAIL-X2

OUTSIDE INSIDE
PLAN ,ELEVATIONS & SECTIONS
STAFF QUATERS

SILL LVL NIRMAL SEEDS PVT. LTD.

(+103.850 LVL.)
AT - GODHARA
PROJECT NO: DRAWING NUMBER : REVISION
PLINTH LVL

1743 02.TR.01 R0
(+103.850 LVL.)
X1
+ 102.940 LVL. + 102.950 LVL. + 102.940 LVL. + 102.950 LVL. + 102.950 LVL. + 102.950 LVL.
+ 102.500 LVL. + 102.500 LVL. + 102.500 LVL. + 102.500 LVL. ROOM-1 + 102.500 LVL. ROOM-2 + 102.500 LVL. ROOM-3 DRAWN DEEPAK SCALE TENDER
W.C W.C
PLINTH LVL
(+102.950 LVL.)
DETAIL-X3
DESIGNED SHWETA
1:50
T
CHECKED SHWETA DATE :
F.G.L LVL APPROVED AMIT SUTHAR
24-01-2018 600x1000
(+102.500 LVL.)

SECT- 1 S3M DESIGN CONSULTANTS LLP

1 2 3 4 5 B-801, WESTGATE, NEAR YMCA CLUB, S G HIGHWAY, AHMEDABAD-15.
PHONE: +91 (079) 66118122/66118123
ENGINEERING + PLANNING W: www.s3mconsultants.com E: s3m@s3mconsultants.com
 THIS DRAWING IS EXCLUSIVE PROPERTY OF "S3M DESIGN CONSULTANTS LLP"
C AND SHOULD NOT BE USED,COPIED,REPRODUCED AND EXHIBITED IN ANY WAY
DETRIMENTAL TO OUR INTEREST WITHOUT OUR WRITTEN CONSENT.
2 GENERAL NOTES :

SECURITY CABIN IMPORTANT NOTE :

B
PLINTH LVL
(+102.550 LVL.)
INSIDE OUTSIDE
STANDARD DRAWING SYMBOLS:

OUT SIDE
+ 102.600 LVL.
+ 102.550 LVL. 1 + FINISHED LEVEL
+ UNFINISHED LEVEL
XX
+ 102.450 LVL. CARDINAL DESCRIPTION
+ 102.400 LVL. D B ELEVATION + 0000 MT.

OPEN TERRACE 1

A F.G.L LVL
DETAIL-X6 DETAIL-X7 B (+102.250 LVL.)
A
1 2
A A GRAPHIC LEGEND :

PARAPET LVL
TERRACE FLOOR PLAN DETAIL-X5
(+105.700 LVL.)

FINISHING SEHEDULE :
8

PARAPET LVL X6
(+105.700 LVL.)

SLAB BOTTOM LVL X4 SILL LVL

(+103.450 LVL.)
(+105.250 LVL.)
DETAIL-X4

SLAB BOTTOM LVL

(+105.250 LVL.)
DETAIL-X8

X1
SCHEDULE OF OPENINGS:
LINTEL LVL
(+104.650 LVL.) PARAPET LVL
(+105.700 LVL.)
2 TERRACE
1
SLAB BOTTOM LVL
(+105.250 LVL.)
DETAIL-X1 DETAIL-X2 PLINTH LVL.
(+102.550 LVL.)

C
LINTEL LVL N
2 (+104.650 LVL.) KEY PLAN
F.G.L LVL.
(+102.250 LVL.)

UP
OTTA
6975 x 3000

DETAIL-X3 B

R0AD
OTTA
3000 x 1200 SILL LVL
+ 102.250 LVL. (+103.450 LVL.)
+ 102.450 LVL.
+ 000.000 LVL. PARAPET LVL PARAPET LVL
+ 102.400 LVL.
(+105.700 LVL.) (+105.700 LVL.) SECURITY CABIN
X8 OTTA

SLAB BOTTOM LVL SLAB BOTTOM LVL

3000 x 1200

UP UP

(+105.250 LVL.) (+105.250 LVL.) SECURITY CABIN

2770x 2840

SLIDING GATE

LINTEL LVL LINTEL LVL X7

W. GATE

+ 102.600 LVL.
(+104.650 LVL.) (+104.650 LVL.) + 102.550 LVL. SECURITY CABIN X5
PLINTH LVL
+ 102.450 LVL.
+ 102.400 LVL.
ENTRY EXIT
B (+102.550 LVL.) OTTA

F.G.L LVL
SILL LVL SILL LVL (+102.250 LVL.) GATE-1
(+103.450 LVL.) (+103.450 LVL.) SECT- 2 B A
D X1 X2
PLINTH LVL PLINTH LVL
B (+102.550 LVL.) (+102.550 LVL.)
F.G.L LVL F.G.L LVL
(+102.250 LVL.) (+102.250 LVL.)
1 ---- ---- ---- ---- ----
2 1 B A PARAPET LVL
SECURITY CABIN (+105.700 LVL.)
2770x 2840 ELEV- C ELEV- D TERRACE
REV NO. DESCRIPTION DATE DRAWN CHECKED
+ 102.600 LVL. REF. DRGS. :
+ 102.550 LVL. 01. ARCHITECTURAL : -----
SLAB BOTTOM LVL 02. STRUCTURAL : -----
(+105.250 LVL.) 03. HVAC : -----
04. ELECTRICAL : -----
05. UTILITIES : -----

ASSOCIATES :
LINTEL LVL ELECTRICAL FIRE SAFETY
(+104.650 LVL.) --- ---
MECH. UTILITIES HVAC
PARAPET LVL PARAPET LVL --- ---
(+105.700 LVL.) (+105.700 LVL.)
SLAB BOTTOM LVL SLAB BOTTOM LVL
PLAN,ELEVATIONS.SECTIONS & DETAILS
(+105.250 LVL.) (+105.250 LVL.)
SECURITY CABIN
A LINTEL LVL
(+104.650 LVL.)
LINTEL LVL
(+104.650 LVL.) NIRMAL SEEDS PVT. LTD.
AT - GODHARA
SILL LVL
(+103.450 LVL.) PROJECT NO: DRAWING NUMBER : REVISION
SILL LVL
(+103.450 LVL.)
SILL LVL
(+103.450 LVL.) 1743 03.TR.01 R0
DRAWN DEEPAK SCALE TENDER

1 2
PLINTH LVL
(+102.550 LVL.)
F.G.L LVL
PLINTH LVL
(+102.550 LVL.)
F.G.L LVL PLINTH LVL
+ 102.600 LVL.
+ 102.550 LVL. SECURITY CABIN DESIGNED SHWETA 1:25
T
(+102.250 LVL.) (+102.250 LVL.) CHECKED SHWETA DATE :
A
(+102.550 LVL.)
APPROVED AMIT SUTHAR
24-01-2018 600x1000
1 2 A B F.G.L LVL
GROUND FLOOR PLAN ELEV- A ELEV- B (+102.250 LVL.)
SECT- 1 S3M DESIGN CONSULTANTS LLP
1 2
X3 B-801, WESTGATE, NEAR YMCA CLUB, S G HIGHWAY, AHMEDABAD-15.
PHONE: +91 (079) 66118122/66118123
ENGINEERING + PLANNING W: www.s3mconsultants.com E: s3m@s3mconsultants.com