Statement of Deviations From Estimate For :- Construction of road from Ramnagar 3 No.

to Meteldhawra Beltola Kali Mandir under Kendra GP within

Pandaveswar Block in the District Of Paschim Bardhaman for 2022-23.

Rates are as per PWD Schedule of rates with effect from 30/08/2018VOLUME – III with 9th addenda & corrigenda
As Estimate As Deviated

Sl no Description of Item Quantity Unit Rate Amount (Rs.) Quantity Unit Rate Amount (Rs.)

Box cutting or filling in Road embankment in all sorts of soil

including spreading the spoils properly over the flank as necessary
or on berm to approximate grade & camber and rolling the sub-
1 grade with power roller to proper camber and grade as per direction 41310.00 35458.99
and satisfaction of Engineer-in-charge including uprooting and
2868.75 sqm 14.40 2462.43 sqm 14.40
removing plants and jungles when and where necessary. Depth up to
150 mm.

By Mix in Place Method :

Construction of granular sub-base by providing graded material,
mixing by mix in place method with Rotavator at OMC, spreading
in uniform layers with Motor grader on prepared surface in proper
grade and camber, compacting with vibratory roller to achieve the
desired density, including lighting, guarding, barricading, including
2 cost of all materials, machinery, tools and plants including cost of 215.16 cum 1397.80 300750.65 184.68 cum 1397.80 258145.70
quality control complete as per Clause 401 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision). Grading – II (1
Layer Compacted Thick)

By Mix in Place Method :

Construction of granular sub-base by providing graded material,
mixing by mix in place method with Rotavator at OMC, spreading
in uniform layers with Motor grader on prepared surface in proper
grade and camber, compacting with vibratory roller to achieve the
desired density, including lighting, guarding, barricading, including
3 cost of all materials, machinery, tools and plants including cost of 215.16 cum 1785.83 384239.18 184.68 cum 1785.83 329807.08
quality control complete as per Clause 401 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision). Grading – V (1
Layer Compacted Thick)
 Water Bound Macadam
Base Course Providing, laying, spreading and compacting stone
aggregates of specific sizes to water bound macadam specification
including spreading in uniform thickness, hand packing, rolling with
vibratory roller 8-10 tonnes in stages to proper grade and camber,
applying and brooming requisite type of screening / binding
materials to fill up the interstices of coarse aggregate, watering
including lighting, guarding, barricading and making necessary
earthen bundh of one metre width on each side and preparing the
bed by necessary cutting or filling, including cost of all materials
and hire and labour charges of all men and machinery and
4 compacting to the required density, as per Clause 404 of 215.16 cum 2409.08 518337.65 184.68 cum 2409.08 444908.89
Specifications for Road & Bridge Works of MoRT&H (5th
Revision). Grading-I Aggregate (63 mm to 45 mm) Using Stone
Screening Type B (11.2 mm) Manual Means. 75 MM Compacted
Thick

Water Bound Macadam

Base Course Providing, laying, spreading and compacting stone
aggregates of specific sizes to water bound macadam specification
including spreading in uniform thickness, hand packing, rolling with
vibratory roller 8-10 tonnes in stages to proper grade and camber,
applying and brooming requisite type of screening / binding
materials to fill up the interstices of coarse aggregate, watering
including lighting, guarding, barricading and making necessary
earthen bundh of one metre width on each side and preparing the
5 bed by necessary cutting or filling, including cost of all materials 215.16 cum 2439.70 524925.85 184.68 cum 2439.70 450563.80
and hire and labour charges of all men and machinery and
compacting to the required density, as per Clause 404 of
Specifications for Road & Bridge Works of MoRT&H (5th
Revision). Grading-II Aggregate (53 mm to 22.4 mm) Using Stone
Screening Type B (11.2 mm) Manual Means. 75 MM Compacted
Thick
 Prime Coat
Providing and applying primer coat with Cationic Bitumen
Emulsion of approved grade conforming to IS: 8887-1978 and
requisite quantity on prepared surface of granular base including
cleaning of road surface and spraying primer using Mechanical
6 means including cost and carriage of bitumen emulsion and all other 2868.75 sqm 29.28 83997.00 2462.43 sqm 29.28 72099.95
incidental costs of work complete as per Clause 502 of
Specifications for Road & Bridge Works of MoRT&H (5th
Revision).For WBM / WMM Surface: (with primer @ 0.70-1.0
kg/sqm).

Tack Coat
Providing and applying tack coat with Cationic Bitumen Emulsion
of approved grade conforming to IS: 8887-1978 on the prepared
surface cleaned with Hydraulic broom, moistening the surface
7 2868.75 sqm 10.29 29519.44 2462.43 sqm 10.29 25338.40
including cost and carriage of emulsion, hire charges of machinery
and labour, cost of fuel and lubricants all complete as per Clause
503 of Specifications for Road & Bridge Works of MoRT&H (5th
Revision). (i) On Bituminous Surface (Using Bitumen Emulsion at
the rate of 0.20Premix
Open-Graded to 0.30Surfacing
kg per sqm.)
using Bituminous
Providing, laying and rolling of Open - graded premix surfacing of
20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and
11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including
thoroughly cleaning of the surface, screening, cleaning and pre-
heating stone chips and fully pre-coating the same either using
viscosity grade paving bitumen or cut-back or emulsion, carrying
the mixture by any suitable arrangements, laying the mixture
uniformly over the surface, including line, grade and level to serve
as wearing course on a previously prepared base, including mixing
8 in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a 297231.19 255132.37
smooth wheeled roller 8-10 tonne capacity, finished to required
2868.75 sqm 103.61 2462.43 sqm 103.61
level and grades including the cost and carriage of stone chips and
matrix, heating the matrix, preheating the aggregates to required
temperature and including the hire charges of Mobile Hot Mix Plant
(Light Duty) and other machinery, pay of operators, cost of fuel and
lubricants etc. complete to be followed by seal coat of either Type A
or Type B as per Technical Specification Clause 508 for Rural
Roads of MORD.
 Seal Coat
Providing and laying Premixed Seal Coat (Type B) with approved
quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on
thoroughly cleaned black top surface coated with tack coat,
including heating and mixing cleaned sand/grit (100 % passing
through 2.36 mm sieve and retained on 180 micron sieve) uniformly
with bitumen binder, laying and spreading the mix at an uniform
rate using suitable means, brushing the surface, if necessary, to
ensure uniformity, followed by rolling with power roller including
the cost and carriage of binder and aggregates, cost of heating the
9 binder and aggregates and all other incidental charges, cost of fuel 2868.75 sqm 36.70 105283.13 2462.43 sqm 36.70 90371.18
and lubricants, including hire charges of machineries, tools & plants
required for construction and quality control complete as per Clause
511 of Specifications for Road & Bridge Works of MoRT&H (5th
Revision).
By Manual Means, With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)

Water Bound Macadam Sub Base by consolidating Jhama metal /

Laterite chelly or stone metal / shingles of specific size in hard crust
to requisite thickness (measured after compaction) in layers
including screening of metals etc. as necessary, hand packing,
sweeping, watering and rolling in stages with power roller to proper
line, grade and camber, lighting, guarding & barricading and making
necessary earthen bundh of one metre width on each side where
necessary to protect edges and preparing the bed by necessary
cutting or filling and rolling all complete including the cost of all
10 materials and hire and labour charges of all men and machineries 28.12 cum 1809.52 50874.65 0.00 cum 1809.52 0.00
and compacting to the required density, as per Clause 404 of
Specifications for Road & Bridge Works of MoRT&H (5th
Revision).(i) For Construction of Sub Base by consolidating Jhama
metal (63 mm to 45 mm) with moorum screening For Hard
Shoulder =1 Layer 100mm thick 0.500 m width

Providing and fixing M.S information board of 1.2m x0 .75 m size

made with 1.5 mm plate welded over angle iron (40mm x40 mmx5
mm) in both sides (Side stands) and (20mm x 20mm x 3 mm )in top
11 and bottom and diagonal bracing with MS flat( 50mm x50 mm x6 2.00 each 3397.66 6795.32 2.00 each 3397.66 6795.32
mm) having total height 1.5m above GL and side stands embeded in
a depth of 0.6m into 1:2:4 PCC including writing and painting as per
direction complete.
 Excavation for Structures :-Earthwork in excavation for foundation
of structures upto 3 m depth as per drawing and technical
specification Clause 1104 for Rural Roads of MORD including
12 setting out, construction of shoring and bracing, removal of stumps 0.00 cum 104.00 0.00 13.73 cum 104.00 1427.92
and other deleterious matter, dressing of sides and bottom and
backfilling with approved material.

Sand filling in foundation trenches and at the back of abutments,

wing-walls etc. with good local sand free from earth in layers
not exceeding 15 cm. including inundating each layer by
13 profuse water and poking and ramming layer by layer complete 0.00 cum 691.20 0.00 1.98 cum 691.20 1368.58
including supply of sand. Quality of sand is to be approved by the
Engineer-in-charge.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per

design in Single Row Providing and laying reinforced cement
concrete pipe NP3 with spigot socket for ulverts on first class
bedding of granular material in single row including fixing with
14 cement mortar 1:2 but excluding excavation,protection works, 0.00 Mtr. 2756.92 0.00 10.00 Mtr. 2795.92 27959.20
backfilling, concrete and masonry works in head walls and parapets
Clause 1106 for Rural Roads of MORD

Providing and laying Design Mix concrete for plain/ reinforced

concrete work in any part of bridge(excluding bottom plugging)
with coarse aggregates of appropriate nominal size and
grading, fine aggregate (sand) conforming to proper grading zone,
both of approved quality and cement, as necessary, including
labour, cost and carriage of all materials and including
15 preparation of design mix, approval of the same by the Engineer-in- 0.00 cum 4948.92 0.00 9.35 cum 4581.11 42833.38
Charge and cost for quality control, sampling, testing etc. all
complete but excluding cost of labour and materials for formwork &
reinforcement works.PCC -M15

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp

16 proof course or below flooring or roof terracing or in foundation or 0.00 Sqm 24.00 0.00 13.16 Sqm 24.00 315.84
in foundation trenches.
Hire and labour charges for Shuttering with or without staging upto
4.0 m height using approved stout props with wooden planks/ply
wood/steel sheet plate with required bracing for any kind of plain or
reinforced concrete works in all sorts of minor structure including
17 culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, 0.00 sqm 354.00 0.00 13.44 sqm 354.00 4757.76
fixing and striking out after completion of work as per specification
and direction.
(a) Where staging is required.
 Box cutting or filling in Road embankment in all sorts of soil
including spreading the spoils properly over the flank as necessary
or on berm to approximate grade & camber and rolling the sub-
18 grade with power roller to proper camber and grade as per direction 0.00 46786.17
and satisfaction of Engineer-in-charge including uprooting and
0.00 sqm 19.00 2462.43 sqm 19.00
removing plants and jungles when and where necessary. Depth
above 150 mm.

Earth work in road embankment of flanks, sloping to currect profile

with good quality carried earth including excavation, loading ,
unloading and staking etc as per specification and direction .
19 Distance carried upto 0.00 Cum 261.90 0.00 745.35 Cum 261.90 195207.16
a toal lead
of 1.0 km.

20 TOTAL= ₹ 2,343,264.06 ₹ 53,986.35 ₹ 2,289,277.71

21 Add OF 18% GST ₹ 421,784.01 ₹ 412,069.99
22 Total= ₹ 2,765,048.07 ₹ 2,701,347.70
23 Add OF 1% Cess ₹ 27,650.48 ₹ 27,013.48
24 Total= ₹ 2,792,698.55 ₹ 2,728,361.17
25 Deduct 0.00% less as per accepted tender ₹ 0.00
26 Total= ₹ 2,792,698.55 ₹ 2,728,361.17
27 Say= ₹ 2,792,699.00 ₹ 2,728,361.00
Statement of Deviations From Estimate For :- Construction of road from Ramnagar 3 No. to Meteldhawra Beltola Kali Mandir under Kendra GP within
Pandaveswar Block in the District Of Paschim Bardhaman for 2022-2023.

Rates are as per PWD Schedule of rates with effect from 30/08/2018VOLUME – III with 9th addenda & corrigenda
As Estimate As Deviated Diff (in amount)

Sl no Description of Item Quantity Unit Rate

Amount Quantity Amount (Rs.)
Remarks
Less Excess
(Rs.)
Box cutting or filling in Road embankment in all
sorts of soil including spreading the spoils
properly over the flank as necessary or on berm to
approximate grade & camber and rolling the sub-
grade with power roller to proper camber and
1 grade as per direction and satisfaction of 2868.75 sqm 14.40 41310.00 2462.43 35458.99 5851.01
Engineer-in-charge including uprooting and
removing plants and jungles when and where
necessary. Depth up to 150 mm.

By Mix in Place Method :

Construction of granular sub-base by providing
graded material, mixing by mix in place method
with Rotavator at OMC, spreading in uniform
layers with Motor grader on prepared surface in
proper grade and camber, compacting with
vibratory roller to achieve the desired density,
including lighting, guarding, barricading,
2 including cost of all materials, machinery, tools 215.16 cum 1397.80 300750.65 196.594 274799.09 25951.55
and plants including cost of quality control
complete as per Clause 401 of Specifications for
Road & Bridge Works of MoRT&H (5th
Revision). Grading – II (1 Layer Compacted
Thick)
 By Mix in Place Method :
Construction of granular sub-base by providing
graded material, mixing by mix in place method
with Rotavator at OMC, spreading in uniform
layers with Motor grader on prepared surface in
proper grade and camber, compacting with
vibratory roller to achieve the desired density,
including lighting, guarding, barricading,
3 including cost of all materials, machinery, tools 215.16 cum 1785.83 384239.18 196.594 351083.46 33155.72
and plants including cost of quality control
complete as per Clause 401 of Specifications for
Road & Bridge Works of MoRT&H (5th
Revision). Grading – V (1 Layer Compacted
Thick)

Water Bound Macadam

Base Course Providing, laying, spreading and
compacting stone aggregates of specific sizes to
water bound macadam specification including
spreading in uniform thickness, hand packing,
rolling with vibratory roller 8-10 tonnes in stages
to proper grade and camber, applying and
brooming requisite type of screening / binding
materials to fill up the interstices of coarse
aggregate, watering including lighting, guarding,
barricading and making necessary earthen bundh
of one metre width on each side and preparing the
4 bed by necessary cutting or filling, including cost 215.16 cum 2409.08 518337.65 196.594 473610.67 44726.98
of all materials and hire and labour charges of all
men and machinery and compacting to the
required density, as per Clause 404 of
Specifications for Road & Bridge Works of
MoRT&H (5th Revision). Grading-I Aggregate
(63 mm to 45 mm) Using Stone Screening Type
B (11.2 mm) Manual Means. 75 MM Compacted
Thick
 Water Bound Macadam
Base Course Providing, laying, spreading and
compacting stone aggregates of specific sizes to
water bound macadam specification including
spreading in uniform thickness, hand packing,
rolling with vibratory roller 8-10 tonnes in stages
to proper grade and camber, applying and
brooming requisite type of screening / binding
materials to fill up the interstices of coarse
aggregate, watering including lighting, guarding,
barricading and making necessary earthen bundh
of one metre width on each side and preparing the
5 bed by necessary cutting or filling, including cost 215.16 cum 2439.70 524925.85 196.594 479630.38 45295.47
of all materials and hire and labour charges of all
men and machinery and compacting to the
required density, as per Clause 404 of
Specifications for Road & Bridge Works of
MoRT&H (5th Revision). Grading-II Aggregate
(53 mm to 22.4 mm) Using Stone Screening Type
B (11.2 mm) Manual Means. 75 MM Compacted
Thick

Prime Coat
Providing and applying primer coat with Cationic
Bitumen Emulsion of approved grade conforming
to IS: 8887-1978 and requisite quantity on
prepared surface of granular base including
cleaning of road surface and spraying primer
using Mechanical means including cost and
6 carriage of bitumen emulsion and all other 2868.75 sqm 29.28 83997.00 2462.43 72099.95 11897.05
incidental costs of work complete as per Clause
502 of Specifications for Road & Bridge Works
of MoRT&H (5th Revision).For WBM / WMM
Surface: (with primer @ 0.70-1.0 kg/sqm).
 Tack Coat
Providing and applying tack coat with Cationic
Bitumen Emulsion of approved grade conforming
to IS: 8887-1978 on the prepared surface cleaned
with Hydraulic broom, moistening the surface
including cost and carriage of emulsion, hire
charges of machinery and labour, cost of fuel and
7 lubricants all complete as per Clause 503 of 2868.75 sqm 10.29 29519.44 2462.43 25338.40 4181.03
Specifications for Road & Bridge Works of
MoRT&H (5th Revision). (i) On Bituminous
Surface (Using Bitumen Emulsion at the rate of
0.20 to 0.30 kg per sqm.)

Open-Graded Premix Surfacing using Bituminous

Providing, laying and rolling of Open - graded
premix surfacing of 20 mm thickness composed
of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@
0.009 m³ per m²) size stone aggregates, including
thoroughly cleaning of the surface, screening,
cleaning and pre-heating stone chips and fully
pre-coating the same either using viscosity grade
paving bitumen or cut-back or emulsion, carrying
the mixture by any suitable arrangements, laying
the mixture uniformly over the surface, including
line, grade and level to serve as wearing course on
a previously prepared base, including mixing in
Mobile Hot Mix Plant (Light Duty) and
thoroughly rolling with a smooth wheeled roller
8-10 tonne capacity, finished to required level and
8 grades including the cost and carriage of stone 2868.75 sqm 103.61 297231.19 2462.43 255132.37 42098.82
chips and matrix, heating the matrix, preheating
the aggregates to required temperature and
including the hire charges of Mobile Hot Mix
Plant (Light Duty) and other machinery, pay of
operators, cost of fuel and lubricants etc. complete
to be followed by seal coat of either Type A or
Type B as per Technical Specification Clause 508
for Rural Roads of MORD.
 Seal Coat
Providing and laying Premixed Seal Coat (Type
B) with approved quality sand/grit @ 0.6 m3/ 100
m2 and bitumen binder on thoroughly cleaned
black top surface coated with tack coat, including
heating and mixing cleaned sand/grit (100 %
passing through 2.36 mm sieve and retained on
180 micron sieve) uniformly with bitumen binder,
laying and spreading the mix at an uniform rate
using suitable means, brushing the surface, if
necessary, to ensure uniformity, followed by
rolling with power roller including the cost and
carriage of binder and aggregates, cost of heating
9 the binder and aggregates and all other incidental 2868.75 sqm 36.70 105283.13 2462.43 90371.18 14911.94
charges, cost of fuel and lubricants, including hire
charges of machineries, tools & plants required
for construction and quality control complete as
per Clause 511 of Specifications for Road &
Bridge Works of MoRT&H (5th Revision).
By Manual Means, With Hot Bitumen Binder (@
6.80 kg / 10 sqm.)
 Water Bound Macadam Sub Base by
consolidating Jhama metal / Laterite chelly or
stone metal / shingles of specific size in hard crust
to requisite thickness (measured after compaction)
in layers including screening of metals etc. as
necessary, hand packing, sweeping, watering and
rolling in stages with power roller to proper line,
grade and camber, lighting, guarding &
barricading and making necessary earthen bundh
of one metre width on each side where necessary
to protect edges and preparing the bed by
necessary cutting or filling and rolling all
10 complete including the cost of all materials and 28.12 cum 1809.52 50874.65 0.00 0.00 50874.65
hire and labour charges of all men and
machineries and compacting to the required
density, as per Clause 404 of Specifications for
Road & Bridge Works of MoRT&H (5th
Revision).(i) For Construction of Sub Base by
consolidating Jhama metal (63 mm to 45 mm)
with moorum screening For Hard Shoulder =1
Layer 100mm thick 0.500 m width

Providing and fixing M.S information board of

1.2m x0 .75 m size made with 1.5 mm plate
welded over angle iron (40mm x40 mmx5 mm) in
both sides (Side stands) and (20mm x 20mm x 3
11 mm )in top and bottom and diagonal bracing with eac 6795.32 6795.32 0.00 0.00
2.00 3397.66 2.00
MS flat( 50mm x50 mm x6 mm) having total height h
1.5m above GL and side stands embeded in a
depth of 0.6m into 1:2:4 PCC including writing and
painting as per direction complete.

Providing and laying Design Mix concrete for

plain/ reinforced concrete work in any part of
bridge(excluding bottom plugging) with coarse
aggregates of appropriate nominal size and
grading, fine aggregate (sand) conforming to
proper grading zone, both of approved quality
and cement, as necessary, including labour, cost
and carriage of all materials and including
12 preparation of design mix, approval of the same 0.00 cum 4581.11 0.00 9.35 42833.38 42833.38
by the Engineer-in-Charge and cost for quality
control, sampling, testing etc. all complete but
excluding cost of labour and materials for
formwork & reinforcement works.PCC -M15
 Box cutting or filling in Road embankment in all
sorts of soil including spreading the spoils
properly over the flank as necessary or on berm to
approximate grade & camber and rolling the sub-
grade with power roller to proper camber and
13 grade as per direction and satisfaction of 0.00 sqm 19.00 0.00 2462.43 46786.17 46786.17
Engineer-in-charge including uprooting and
removing plants and jungles when and where
necessary. Depth above 150 mm.

Earth work in road embankment of flanks, sloping

to currect profile with good quality carried earth
including excavation, loading , unloading and
14 staking etc as per specification and direction . 0.00 Cum 261.90 0.00 717.35 187873.97 187873.97
Distance carried upto a toal lead
of 1.0 km.

Estimated cost- Revised Estimated cost = Less-

Excess (23,43,264.06-22,41,813.35) = 1450.71 and
(2,78,944.23-2,77,493.51)= 1450.71)
15 TOTAL= ₹ 2,343,264.06 ₹ 1,450.71 ₹ 2,341,813.35 278944.23 277493.51
16 Add OF 18% GST ₹ 421,784.01 ₹ 421,526.40 1450.71
17 Total= ₹ 2,765,048.07 ₹ 2,763,339.75
18 Add OF 1% Cess ₹ 27,650.48 ₹ 27,633.40
19 Total= ₹ 2,792,698.55 ₹ 2,790,973.15
20 Deduct 0.00% less as per accepted tender ₹ 0.00
21 Total= ₹ 2,792,698.55 ₹ 2,790,973.15
22 Say= ₹ 2,792,699.00 ₹ 2,790,975.00
 Carriage Cost
Construction of road from Ramnagar 3 No. to Meteldhawra Beltola Kali Mandir under Kendra GP within Pandaveswar Block in
the District Of Paschim Bardhaman for 2022-23.

Carriage Cost of Stone Materials from Andal Railway Stack to Work Site, Distance 21 Km. ( P-230, item 3)
Distance
Rate /Km Cost (In Rs)
(In km)
Any Distance upto 5 Km. 5 124.00
Above 5 Km. upto 10 KM. 5 10.9 54.50
Above 10 Km. upto 20 KM. 10 10.1 101.00
Above 20 Km. upto 0 KM. 0 9.5 0.00
Total 20 279.50

Stone 20 mm. 10 mm.

S.l Stone Dust
Description of Item 5.6 mm Stone Grit Screeening Nominal Nominal
No mixed with Type - B Size Size
Grit
Cost of stone materials ( Pakur variety) at Andal Rly Stack Yard (P-225,
1 848.00 744.00 762.00 736.00 1156.00 1025.00
Table:III-2)
2 cost of carriage from Andal Rly stack yard to work site 279.50 279.50 279.50 279.50 279.50 279.50
3 Loading Unloading and stacking (P-227, Item No.1.03 C) 77.00 77.00 77.00 77.00 57.75 57.75
Total (1+2+3)= 1204.50 1100.50 1118.50 1092.50 1493.25 1362.25
(excluding Stacking)
 RATE ANALYSIS

Analysis For Rate Per Cum Sand Filling In Foundation Per Cum
Sl. Rate of
No Description of Item Materials Amount

Cost of find sand supplied at the work side 416.00

1 Cost of compacted Fine sand @416.00 x 1/0.835 (P-222 Item no. 3) 416.00 498.20
2 Rate Provided in Schdule of Rate (P-286 Item no. 12.04) 193.00
TOTAL (1+2)= 691.20

CEMENT CONCRETE M 15 Per CUM

Sl. Cost of
No Description of Item Materials Rate

1 20 mm Size of 60% of 1 Cum = 0.60 Cum 1493.25 895.95

2 10 mm Size of 40% of 1 Cum = 0.40 Cum 1362.25 408.68
3 Rate Per Cum of Stone Metal Required 0.90 Cum 1304.63 1174.16
4 Cost of Cement 0.35 Cum of @ 5717.00 5717.00 2000.95
5 Rate Provided In The Schedule Item (P-332 Item no. 18.07 (A)) 1406.00
TOTAL(3+4+5) 4581.11

Carried Earth Per Cum

S.l
No Description of Item
Rate
1 Excavation of Earth in schedule of Rate . (In ordinary soil) 89.90
2 Carriage Cost Distance up to 1 km. 95.00
3 Loading , Unloading & Stacking 77.00
TOTAL (1+2+3) 261.90
 Box cutting or filling in Road embankment in all

TI No.- 1
sorts of soil including spreading the spoils properly
2379.55 over the flank as necessary etc complete as per
Spccefication Depth up to 150 mm.
sqm 14.40 34265.52
Water Bound Macadam Base Course Providing,
TI No.- 2

laying, spreading and compacting stone aggregates

of specific sizes to water bound macadam
specification including spreading in uniform
thickness, hand packing, rolling with vibratory
178.47 roller 8-10 tonnes etc complete as per
Spccefication Grading-I Aggregate (63 mm to 45
mm) Using Stone Screening Type B (11.2 mm)
Manual Means.75 MM Compacted Thick

cum 2409.08 429948.51

Water Bound Macadam Base Course Providing,
TI No.- 3

laying, spreading and compacting stone aggregates

of specific sizes to water bound macadam
specification including spreading in uniform
212.19 thickness, hand packing, rolling with vibratory
now allowed roller 8-10 tonnes etc complete as per
210.94 Spccefication Grading-II Aggregate (53 mm to
22.4 mm) Using Stone Screening Type B (11.2
mm) Manual Means. 75 MM Compacted Thick

cum 2439.70 514630.32

Prime Coat Providing and applying primer coat
TI No.- 4

with Cationic Bitumen Emulsion of approved

2829.16 grade conforming to IS: 8887-1978 and requisite
now allowed quantity etc complete as per Spccefication (5th
2812.51 Revision).For WBM / WMM Surface: (with
primer @ 0.70-1.0 kg/sqm).
sqm 29.29 82378.13
Tack Coat Providing and applying tack coat with
TI No.- 5

Cationic Bitumen Emulsion of approved grade

10306.50 conforming to IS: 8887-1978 on the prepared
now allowed surfaceetc complete as per Spccefication (i) On
9375.00 Bituminous Surface (Using Bitumen Emulsion at
sqm the rate of 0.20 to 0.30 kg per sqm.) 10.29 96468.75
co RS ###
 BF RS ###

TI No.- 6 Open-Graded Premix Surfacing using Bituminous

(Viscosity grade Paving Bitumen / Modified
bitumen) Binder and Mobile Hot Mix Plant (Light
Duty) Providing, laying and rolling of Open -
10306.50 graded premix surfacing of 20 mm thickness
now allowed composed of 13.2 mm (@ 0.018 m³ per m²) and
9375.00 11.2 mm (@ 0.009 m³ per m²) size stone
aggregates,etc complete as per Spccefication of
Mobile Hot Mix Plant

sqm 103.61 971343.75

Providing and laying Premixed Seal Coat (Type B)
TI No.- 7

with approved quality sand/grit @ 0.6 m3/ 100 m2

10306.50 and bitumen binder on thoroughly cleaned black
now allowed top surface coated with tack coat,etc complete as
9375.00 per Spccefication .By Manual Means With Hot
Bitumen Binder (@ 6.80 kg / 10 sqm.)
sqm 36.70 344062.50
Picking up and removing old bituminous layer or
TI No.- 8

sand sealing coat from old black topped surface etc

170.00 complete as per Spccefication From 25 mm to 50
mm thick.
sqm Not paid
Repairing pot-holes and making up small
TI No.- 9

depressions with ramming or power rolling

including screening, cleaning chips or metals and
19.21
washing, drying as necessary etc complete as per
Spccefication Using Mobile HMP (Light duty)
cum Not paid
Tack Coat Providing and applying tack coat with
TI No.- 10

Cationic Bitumen Emulsion of approved grade

conforming to IS: 8887-1978 on the prepared
384.11 surface etc complete as per Spccefication . (i) On
Bituminous Surface (Using Bitumen Emulsion at
the rate of 0.20 to 0.30 kg per sqm.)
sqm Not paid

Total Rs 2473097.47

Deduct 0.10 % below as per tender Rate(-

Rate(-) Rs 2473.10
Rs 2470624.37
Add 18 % G.S.T (+) Rs 444712.39

Rs 2915336.76

Add 1% cess (+) Rs 24706.24

Rs 2940043.00

Say Rs 2940043.00