Client M/s CHIRAHARIT LIMITED

Address Plot no 42, Mankhal Plastic Park,

Project PROPOSED UNIT FOR MANUFACTURING OF HDPE FITTINGS
Subject ESTIMATED BOQ AND PRICES FOR CIVIL WORKS
Date 16.12.2024
SL.NO DESCRIPTION OF WORKS UNIT QTY RATE AMOUNT
SECTION -1 : Land Development
1.0 MORRUM FILLING WITH OUTSIDE EARTH
Bringing selected earth / Murrum from outside the site wherever available and depositing in
places shown by the Engineer-in-charge including filling in layers of 30 cms, breaking
clods, watering and consolidation by ramming / rolling to the specified slope, dressing and
consolidation. The rolling to be done to the optimum moisture content with mechanical rollers /
rammers etc., (upto the compacted modified proctor density of 90%) complete as per the
specification and as directed. The rate shall be included the cost of excavation at the source,
conveying from the source to the site location and all lead, lift charges etc., complete. The CUM 1403.5 733 1,028,766.00
mode of measurement for payment shall be the net compacted volume of filling after
deduction of volume occupied by the structure. Block levels at the place of depositing
of earth at intervals as directed by the Engineer-in-charge should be jointly recorded by
the contractor's representative and Engineer-in-charge before depositing of earth. Such
levels shall be used for calculating the quantity of earth deposited.

SECTION -2 : CONCRETE & FORMWORK

2.1 PCC (PLAIN CEMENT CONCRETE) 1:4:8
Providing, machine mixing and laying plain cement concrete (PCC) in foundations for columns
footing, bases of walls, plinths, rafts, plinth beams, floor slabs, plinth projection to make up
level etc ; compacting, curing , dewatering, cleaning, preparing surfaces, junctions etc,
complete at all heights and depths as per the drawing and to the satisfaction of the Engineer-
in-charge. Size of aggregate to be 20mm or as directed by the Engineer-in- charge.
a) Mix PCC 1:4:8 (1 cement : 4 sand : 8 stone aggregate) CUM 15 4879 73,797.00
2.2 REINFORCED CEMENT CONCRETE (M30) for Production Block Area
Providing and laying of Dewatered vaccum flooring of verious thickness with M30
grade using by fixing of channels at an specific interval, line and length and finish
the flooring concrete by vibrated with screed vibrator.After vibrating the floor and lay
CUM 213 7012 1,493,819.00
dewatered matt and remove the excess water from concrete by using specified devise
and finish the floor by laying rough,medium and smooth power trowels include-ing
material, labour, removing the channels, cleaning and refixing etc, complete.
2.3 REINFORCED CEMENT CONCRETE (M25) FOR Facility Building Area (GF+FF+ ROOF)
Providing and laying Ready Mix Concrete of grade M-25 with approved design mix, using
Cement @280 kgs; vibrating, curing, haking to the concrete surface, scaffolding as required,
dewatering by pumping/ bailing out water, cleaning, preparing surfaces, etc., excluding CUM 101 6101 617,726.00
shuttering & reinforcement; but including pumping all complete to the satisfaction of the
Engineer-in- charge.
2.4 REINFORCED CEMENT CONCRETE (M25) FOR INTERNAL ROAD WORKS
Providing and laying of Dewatered vaccum flooring of verious thickness with M25
grade using by fixing of channels at an specific interval, line and length and finish
the flooring concrete by vibrated with screed vibrator.After vibrating the floor and lay
CUM 117 6101 713,817.00
dewatered matt and remove the excess water from concrete by using specified devise
and finish the floor by laying rough,medium and smooth power trowels include-ing
material, labour, removing the channels, cleaning and refixing etc, complete.
SL.NO DESCRIPTION OF WORKS UNIT QTY RATE AMOUNT

2.5 REINFORCEMENT STEEL WORKS

Providing and fixing Steel Reinforcement (HYSD 500 N/sq. mm.). Rate includes labour
charges for cutting, bending, cranking, fabricating and tying in position steel bars conforming
to IS 434 and IS 1786 for RCC works including cost of soft drawn annealed binding wire of not
less than 20 gauge, PVC cover blocks of required thickness to ensure specified cover
according to relevant drawings, all leads, lifting and handling charges, cost of tools,
tackle, scaffolding, wastages, rolling margins, chairs , hooked ends etc., Reinforcement
including authorized overlaps as per drawing shall be measured in lengths of different
diameters as actually used in the work nearest to a centimetre and their weight calculated MT 12 74083 866,983.00
on the basis of standard table. Wastages, chairs, spacers and unauthorized overlaps
agreed in writing by the Structural Consultants /Architects/ before concreting shall not be
measured and paid for (these shall be considered only for reconciliation purpose). Contractor
has to include the same in his quoted rate. Complete as per specifications, drawings and
directions of the Architect.

SECTION-3: MASONARY, PLASTER & POINTING.

3.1 SOLID CONCRETE BLOCK MASONRY - 200MM THICK

Providing and constructing at all levels 200 mm thick walls with cement concrete solid
blocks of approved quality and make confirming to ISI code No.2185 with a crushing
strength of not less than 30 Kgs/Sqcms in CM 1:6 including all scaffolding, ladders, SQM 1163 572 665,353.00
platforms and staging and plant required for the execution of the work. Bearing blocks of
concrete or bricks in mortar courses will have to be introduced where required.

3.2 INTERNAL WALL PLASTERING

Plastering internal surfaces of walls, beam above wall, brick fins, brick pillars etc. with
CM 1:6, 20mm thick average, according to specification including necessary scaffolding,
curing etc.
Sponge finish SQM 1651 449 741,108.00

3.3 EXTERNAL WALL PLASTERING

Plastering external surfaces of walls, with CM 1:6, 20mm thick (average) in two coats with a
under layer of 12mm and top layer of 8mm thick according to specification including
SQM 1163 502 583,929.00
necessary scaffolding, curing and hacking to the surface etc., complete. The rate shall
include for making grooves, patties etc. if applicable as per the direction of Project Manager.

SECTION-4 : FLOORING , SKIRTING & DADO

4.1 WET MIX MACADAM

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam
specification including premixing the Material with water at OMC in mechanical mix plant
carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base /
base course on well prepared surface and compacting with vibratory roller to achieve the
desired density
a)100 mm Thk for Production Block Area+ GF CUM 165 2375 393,054.00
b)200 mm Thk for Road Network CUM 156 2375 370,500.00
SL.NO DESCRIPTION OF WORKS UNIT QTY RATE AMOUNT
4.2 V.D FLOORING

Laying of Dewatered vaccum flooring of various thickness with M30 grade using by
fixing of channels at an specific interval, line and length and finish the flooring
concrete by vibrated with screed vibrator.After vibrating the floor and lay dewatered
matt and remove the excess water from concrete by using specified devise and finish
the floor by laying rough,medium and smooth power trowels includiing material, labour,
removing the channels, cleaning and refixing etc, complete.

a)150mm Thk. - Production Block Area SQM 1420 114 161,909.00

b)150 mm Thk - Internal Roads Network SQM 780 114 88,920.00
4.3 GROOVE CUTTING
Providing & Groove cutting in the concrete floor to size of 5mm x 20mm at the expansion
joint and applying the COLPOR (Fosroc) or any other approved sealent in the joint as
RMT 1338 155 207,455.00
specified and as directed, inclusive of applying & removing the mask tape after grouting,
including all materials, labour etc.complete.
SECTION -5: DOORS, WINDOWS & VENTILATORS.
5.1 M.S ROLLING SHUTTERS
Providing and fixing Rolling shutters using 18 guage m.s. sheets, with accessories like side
guides, side brackets top suspension guides, side brackets top suspension shafts, ball bearings,
locking arrangements from both sides, m.s hood cover etc. including a coat of anti corrosive SQM 64 1989 127,296.00
zinc chromate primer and two coats of synthetic enamel paint of approved make and shade
etc. complete.
5.2 UPVC WINDOWS
providing and fixing of NCL windows as per the design and drawing windows shall include
hardware items such as fixing bolts and nuts including the anchor fasteners and hinges etc., SQM 64.8 4262 276,178.00
the glass to be of minimum 5 mm tk, modi float clear glass, EPDM gasket at side.

6.0 SECTION -6: PAINTING.

Note: Unless otherwise mentioned separately, Painting Rate to include the following:
a) Cost of Materials, labours, tools, and plants, Staging, Scaffolding, and Cradles etc. required
for working at all the heights.
b) Rate to include scrapping, dusting, cleaning, watering of the wall surfaces prior to
application of
Primer and Putty up to the satisfaction of the Engineer In Charge.
c) Rate to include filling of Pug holes, Scratches, Making good of Corners etc. with use of
POP/White Cement as directed by Engineer In Charge
d) Flush Door with enamel paint rate to include KPF Putty.
e) For Walls, rate to include Asian / Tiger / Sai Coat Putty.
f) Rate shall include all necessary Coats which are required to cover the Surface up to the
satisfaction of Engineer In Charge.
g) Acrylic Emulsion Make - Asian Paint / Burger.
6.1 OIL BOUND DISTEMBER PAINTING FOR INTERNAL WALLS.
Material: Materials for oil bond distemper shall be of approved make and manufacturer. A
sealed in
Surface Preparation: This includes scraping uneven surface, damaged plaster etc with
carborundum papers of suitable number till hard, clean surfaces obtained. This is to repeat till
SQM 2814 32 91,110.00
work is approved by the Engineer. Putty shall used to cover holes and unevenness on the
surface.
SL.NO DESCRIPTION OF WORKS UNIT QTY RATE AMOUNT
Primer Application :
Primer should be a cement primer or as per manufacture's specifications.(manufacture same
as that of distemper).These tins should be opened in presence of the engineer. Before applying
primer on the surface, its consistency must be approved by the engineer and shall be same as
specified by the manufacturer. Primer should be applying with smooth brushes on surface to
cover entire surface properly. There should be no brush marks. Stripes etc when applied on the
surface. This surface should be allowed to at least for 24 hours before next application. On the SQM 1651 400 660,230.00
surface to prepared, two costs of oil bound distemper of selected shade shall be applied only
after inspection by the engineer. a horizontal and vertical travel of brush together will be
considered as on coat of paint. Each coat of paint shall be applied only after inspection of
Engineer. No brush marks shall visible on the surface at the end of final coat. Final surface shall
be smooth even or roller finish and uniform in colour and texture.
6.2 EXTERNAL ACRYLIC PAINT (APEX)
Providing to Sponge Plastered wall surfaces three coats of water proof cement paint
(APEX ONLY ) of approved shade. The surface should be thoroughly cleaned & wetted
before painting. The painting and curing should be done as per the manufacturer's SQM 1163 211 245,436.00
specification. (the surface area only shall be measured & paid for and no paining coefficient
will be considered for payment).
7 TOILETS
Construction of 2 units of bathrooms and 2 units of toilets of size each containing 1.5*1.5m at
given location.
a) Brick work with first class brick (class designation 75) in cement mortar (1:6). SQM 49.23 492.5 24,246.00
b) Plaster (to wall,floor and ceiling etc) with a sand cement mortar including mounding off or
chamfering corners as directed and racking out joints including throating ,nosing and drip SQM 98.46 448.9 44,199.00
course,scaffholding/staging where necessary at any height. With 1:6 cement mortar.
c) Apply two coats wall putty of approved material, including cost of all material and labour etc. SQM 165.42 189.2 31,297.00
d) Supplying fitting and fixing 1st quality ceramic tiles in floor to match with existing work. And
SQM 31.5 378.5 11,923.00
fixed with araldite at the back of each tile and finishing the joints with white cement.
e) Supplying fitting and fixing 1st quality ceramic tiles in floor to match with existing work. And
SQM 9 378.5 3,407.00
fixed with araldite at the back of each tile and finishing the joints with white cement etc.
f) Providing fitting and fixing suitable upvc galvanized ventilators of size (0.6(h)*0.45(w)).
SQM 0.54 5207.1 2,812.00
Icluding
g) horizontal
Providing glazing
fitting and bars
fixing and glasses.
suitable upvc galvanized doors with frame of size(2.4(h)*(075(w))
including door lock system setup with suitable bronze coated material etc.
SQM 7.2 2367.6 17,047.00

8 STORM WATER DRAINAGE SYSTEM

a) Supplying ,laying and fixing of hdpe stormwater pipes of dia 300mm,including all
RMT 180 1498.45 269,721.00
materials,jointing and labour cost etc.
c) Supply,installation and proper alignment of manhole covers and frames over costructed
Nos 16 1575 25,200.00
manholes of size (600*600).
9 OTHER MISCELLANEOUS WORKS 7.50% 625,500.00
Total 10,462,738.00
GST 18% 1,883,293.00
Grand Total 12,346,031.00