MoRT&H As per aggt. As per site.

Item Description Unit Differential qty

Spec Ref Quantity Quantity
BILL No. 1 SITE CLEARANCE AND DISMANTLING less exces
Dismantling structures including disposal of resulting material and/or
1.01 202 salvaging useful materials with all lifts and leads complete as per
Technical Specifications Clause 202.

II) PCC Structure Cum 73 10 63 0

II) RCC Structure Cum 217 73 144 0
1.02 202 Dismantling of RIGID pavements
i)Pavement Concrete Cum 1,293 1,392 0 99
ii)Dry Clean Concrete Cum 669 708 0 39
Total Carried to Summary
BILL No 2 EARTH WORK
Roadway excavation including removal of unsuitable soil for
construction of roadway including existing shoulders and median to
designated widths and depths in existing roadway embankment for
purpose of pavement construction including trimming of bottom and
side slopes in accordance with requirements of lines, grades and
cross sections, loading and disposal of surplus and unsuitable
material cut road with in all lifts and leads including transportation and
2.01 301 disposal of surplus and unsuitable material complete as per Technical
Specification Clause 301.

301 i) All types of soil Cum 9,659 9,555 104 0

Construction of embankment complete as per Technical Specification
Clause 305 with approved material from borrow areas. i.e. Stripping,
storing and reapplication of top soil complete as per Technical
Specification Clause 301,305, borrow excavation with all lead and lift and
Loosening, levelling, and Compacting original ground supporting
embankment to facilitate placement of first layer of embankment, mixed
with water at OMC and then compacted by rolling so as to
achieve minimum dry density as given in Table 300-2 for
2.02 305 embankment construction as per Technical Specification Clause Cum 14,471 15,305 0 834
305.3.4. Item rate shall be inclusive of all material, taxes, duties,
manpower, equipment cost, royalties, transportation, etc.
 a) Construction of subgrade and earthen shoulders (minimum soaked CBR
15 %) complete with approved material obtained from borrow areas with
all lifts & leads, transporting to site, spreading, grading to required slope
and compacted to meet requirement of table No. 300-2 and as per
2.03 305 Technical Specifications Clause 305. Item rate shall be inclusive of all Cum 6,526 6,156 370 0
material, taxes, duties, manpower, equipment cost, royalties,
transportation, etc.

Filling of median and Island with approved material brought from

borrow pits, spread, sloped and compacted as per clause 407. Item
rate shall be inclusive of all material, taxes, duties, manpower,
equipment cost, royalties, transportation, etc.
2.04 Cum 1,434 1,350 84 0

Total Carried to Summary

BILL No 3 SUB-BASE AND BASE COURSES
Construction of Granular Sub-Base by providing coarse graded material,
spreading in uniform layers with motor grader on prepared surface,
mixing by suitable method with rotavator at OMC, and compacting with
vibratory roller to achieve the desired density, conforming to Table 400-2,
3.01 401 as per Technical Specification Clause
401. Item rate shall be inclusive of all material, taxes, duties,
manpower, equipment cost, royalties, transportation, etc.

i) Using 100% Crushed Material Cum 2,610 3,524 0 914

Total Carried to Summary
BILL No 4A Rigid Pavement
Construction of dry lean cement concrete Subbase over a prepared sub
base with coarse and fine aggregate confirming to IS:383, the size of the
coarse aggregate not exceeding 25mm, aggregate cement ratio not to
exceed 15:1, aggregate gradation after blending to be as per table 600-
1, cement content not to be less than 150Kg/cum, optimise moisture
content to be determined during trial length construction, concrete length
4A.01 509 & 521 not less than 10MPa at 7 days, mixed in a batching plant, transported to Cum 1674 1612.125 62 0
site, laid with paver with elactronic sensor, compacting with 8-10 tonnes
vibratory roller, finishing and curing. Item rate shall be inclusive of all
material, taxes, duties, manpower, equipment cost, royalties,
transportation, etc.
 Construction of Un-reinforced , dowel jointed, plain cement
concrete pavement (using M 40 Grade concrete having flexural strength
4.5 MPa) over a prepared subbase with 43 grade cement, coarse and fine
aggregate conforming of IS:383, maximum size of coarse aggregate not
exceeding 25mm, mixed in a batching plant as per approved mix design,
transported at site, laid with a fixed form or slip form paver or by fixed
shuttering, spread, compacted and finished
in a continous operation and texturing, including provision of
4A.02 509 & 521 contraction, expansion, construction and longitudinal joints, joint filler, Cum 3263 3276.75 0 14
seperation membrane,sealant primer, joint sealant, debonding strip, dowel
bar, tie bar/rod, admixtures as approved, curing compound, finishing to
lines and grades as per drawing. Item rate shall be inclusive of all material,
taxes, duties, manpower, equipment cost, royalties, transportation, etc.

BILL No 5 CROSS DRAINAGE WORKS

Earthwork in excavation for foundation of structures including setting
out, removal of stumps and other deleterious matter dressing of sides
and bottom and including all lifts and leads complete as per drawing
5.01 304 and Technical Specification Clause 304

i)All types of soil, including backfilling up to ground level with

approved material as directed by Engineer-in-Charge Cum 1429 2130.51 0 702

Sand Filling in Foundation Trenches or below raft foundation of RCC

5.02 304 box as per Drawing & Technical Specification clause 304 or as directed Cum 154 33.66 120 0
by Engineer-in-Charge

Plain Cement Concrete (Grade M 15) using 40 mm graded metal for

levelling course, for bedding of culverts, head wall etc. and annular
1500, 1700 & space filling arround footing in rock, complete as per drawings and
5.03 Technical Specification Section 1500,1700 and 2100. Cum 39 31.1 8 0
2100

Back filling behind head walls, wing walls/retaining and return walls
and earth cushion around pipes or at any other location complete as
5.08 305 & 2900 per drawing and Technical Specification Clause 305 and Section 2900.

i)With selected granular materials Cum 242 242 0 0

 Structural Plain/Reinforced Cement Concrete in foundation, including
formwork, excluding reinforcement complete as per drawing,
1500, 1700, Technical Specification Sections 1500, 1700 & 2100
5.12
2100

iii)M30 Grade Cum 61 38 23 0

1500, 1700 & Structural Plain/Reinforced Cement Concrete in substructure,

5.13 parapet wall including formwork, excluding reinforcement complete
2200 as per drawing, Technical Specification Sections 1500, 1700 & 2200

ii)M25 Grade Cum 76 77 0 1

iii)M30 Grade Cum 92 65 27 0

1500, 1700, Reinforced cement concrete in superstructure including shuttering and

2300 & 2700 Specification Sections 1500,complete
5.14 excluding reinforcement as per drawing and Technical
1700, 2300 and 2700

ii)M30 Grade Cum 57 68 0 11

Providing and fixing in position HYSD/TMT reinforcement including
cutting , bending, binding etc complete as per drawing and
Specifications. Laps, chairs and wastage shall be included in the rate and
5.15 1600 shall not be considered in the measurement. The steel shall be coated with MT 31 31 0 0
fusion bonded epoxy coating anticorrosive treatment

Providing weep holes in Plain/Reinforced concrete abutment, wing wall,

return wall with 100 mm dia PVC pipe, extending through the full width of
5.18 2700 the structure with slope of 1V :20H towards drawing foce. Complete as per No. 352 352 0 0
drawing and Technical specifications Section 2700

Providing and laying of Filter media as per clause 2504.2.2. of MoRTH

specifications to a thickness of not less than 600 mm with smaller size
towards the soil and bigger size towards the wall and provided over the
5.19 2500 entire surface behind abutment, wing wall and return wall to the full
height compacted to a firm condition complete as per drawing and
Technical Specification 2500

i)With Crushed Material Cum 123 123 0 0

BILL No 6 Kerbs and Road Marking

a) Construction of cement concrete kerb in M-20 grade PCC using kerb
laying machine/ pre cast kerb all complete as as per drawing and as per
6.01 408 clause 408. Item rate shall be inclusive of all material, taxes, duties,
manpower, equipment cost, royalties, transportation, etc.
 i)L Type Rmt 1,027 1,027 0 0
b) Providing PCC M15 below kerb Cum 90 90 0 0
c) Painting of Kerb Sqm 359 359 0 0
Thermoplastic pavement marking with hot applied thermoplastic
materials for road markings with surface application of glass beads at
specified rate complete as per drawing, Technical Specification Clause 803
6.02 803 and as directed by the Engineer for 2.5 mm thickness of marking
(excluding drop on glass beads) and consisting of:

i) Lane, Centreline, Edge, pedestrian crossing markings and other

marking along strips Sqm 400 400 0 0

BILL No 7 Drainage and Retaining Wall for Solid Approaches

A Lined Drains
Excavation for drains including backfilling up to ground level with
approved material as directed by Engineer-in-Charge , surface
dressing all lifts and leads complete as per drawing and Technical
Specification Clause 304
7.01 304

i)All types of soil Cum 1,702 1,103 600 0

Sand Filing below Retaining Wall Cum 1,723 152 1571 0
Providing Plain Cement Concrete M15 in the levelling course and lining of
drains including of all materials, formwork, labour, mixing, transportation,
placing, vibration, curing etc. complete as per drawing and Technical
7.02 1500 & 1700 Specification Section 1500 and 1700. Item rate shall be inclusive of all Cum 88 47 41 0
material, taxes, duties, manpower, equipment cost, royalties,
transportation, etc.

Providing and laying M-20 Reinforced Cement Concrete/Plain

Cement Concrete in Foundation excluding reinforcement but including
formwork for drains, etc as per drawings and Technical Secifications
309, 1500, Clause 309 and Section 1500, 1700 and 2100. Item rate shall be inclusive
7.03 Cum 117 114 3 0
1700 & 2100 of all material, taxes, duties, manpower, equipment cost, royalties,
transportation, etc.

Providing and laying M-20 Reinforced Cement Concrete/Plain

Cement Concrete in sub structure excluding reinforcement but
including formwork for drains as per drawings and Technical
309, 1500, Secifications Clause 309 and Section 1500, 1700 and 2200. Item rate shall
7.04 Cum 238 122 116 0
1700 & 2200 be inclusive of all material, taxes, duties, manpower, equipment cost,
royalties, transportation, etc.
 Providing and laying M-20 reinforced Cement Concrete pre-cast/cast in-
situ slab excluding reinforcement and formwork complete but
1500, including transportation and, placing at location (for pre cast)
7.05 1600,1700 , & complete as per drawings and Technical Specifications Section 1500, 1600, Cum 117 114 3 0
2300 1700, and 2300. Item rate shall be inclusive of all material, taxes, duties,
manpower, equipment cost, royalties, transportation, etc.

Providing, Supplying and Fixing in position HYSD/TMT - Fe 500

reinforcement including cutting , bending, binding etc complete as per
drawing and Specifications. Laps, chairs and wastage shall be included in
7.06 1600 the rate and shall not be considered in the measurement for payment. MT 28 28 0 0

Construction of footpath/separator by providing a 150 mm

compacted granular sub base as per clause 401 and 25 mm thick
cement concrete grade M15, over laid with precast Concrete
(Chequered) tiles in cement mortar 1:3 including provision of all
drainage
7.12 409 arrangements but excluding kerb channel. Item rate shall be inclusive of all Sqm 2,226 2,226 0 0
material, taxes, duties, manpower, equipment cost, royalties,
transportation, etc.

Total Carried to Summary

B Retaining Structures In Appraoches
Excavation for foundation for structures including all lifts and leads
7.13 304 complete as per drawing and Technical Specification Clause 304
including disposal

i)All types of soil, including backfilling up to ground level with

approved material as directed by Engineer-in-Charge Cum 7,390 933 6457 0

Providing Plain Cement Concrete M15 in the levelling course of

Retaining wall, Toe wall etc. including cost of all materials, formwork,
labour, mixing, transportation, placing, vibration, curing etc.
complete as per drawing and Technical Specification Section 1500
7.14 1500 & 1700 and 1700. Item rate shall be inclusive of all material, taxes, duties, Cum 287 58 229 0
manpower, equipment cost, royalties, transportation, etc.

Providing and laying M-25 Reinforced Cement Concrete in

Foundation excluding reinforcement but including formwork for
Retaining wall as per drawings and Technical Specifications Clause 309
1500, 1700 & and Section 1500, 1700 and 2200. Item rate shall be inclusive of
7.15 Cum 711 90 621 0
2200 all material, taxes, duties, manpower, equipment cost, royalties,
transportation, etc.
 Providing and laying M-25 Reinforced Cement Concrete in sub
structure excluding reinforcement but including formwork for
Retaining Wall including three coats of snowcem paint on exposed
1500, 1700 & surfaces only as per drawings and Technical Specifications Clause 309 and
7.16 Section 1500, 1700 and 2200. Item rate shall be inclusive of Cum 811 197 614 0
2200
all material, taxes, duties, manpower, equipment cost, royalties,
transportation, etc.

Providing and fixing in position HYSD/TMT reinforcement including

cutting , bending, binding etc complete as per drawing and
Specifications. Laps, chairs and wastage shall be included in the rate and
7.17 1600 shall not be considered in the measurement. The steel shall be coated with MT 137 137 0 0
fusion bonded epoxy coating anticorrosive treatment

Providing and constructing RCC crash barrier M-40 grade including

centering, shuttering, including three coats of snowcem paint on exposed
surfaces and reinforcement (Concrete 0.3 Cum/Rmt and steel 28 Kg/Rmt),
including Heavy Class Pipe on top of Crash Barrier fixed with Mild Steel
1500, 1600, Plate @ 1000 mm c/c including Base Plate fixed with U Bolts, Nuts and
1700 and as Washers, including red oxide and two coat of suitable paint etc. all
7.18 Rmt 507 507 0 0
per IRC-5 and complete as per approved Drawings and Technical Specifications 1500,
6. 1600, 1700 and as per IRC-5 and IRC-6.
Item rate shall be inclusive of all material, taxes, duties, manpower,
equipment cost, royalties, transportation, etc.

7.19 Expansion Joint Rmt 203 203 0 0

Providing and laying of Filter media satisfying the requirements laid down
in clause 2504.2.2. of MoRT&H specifications to a thickness of not less
than 600 mm with smaller size towards the soil and bigger size towards
710.1.4 of IRC the wall and the entire surface compacted to a firm condition complete as
7.20 per drawing and Technical Specification 2500. Item rate shall be inclusive
78 and 2500
of all material, taxes, duties, manpower, equipment cost, royalties,
transportation, etc.

i)With Crushed Material Cum 761 761 0 0

ii)With Natural Material Cum

Providing and Applying ordinary paints of approved quality on surface

7.21 Sqm 608 608 0 0
of parapets as per Drawings and as per the directions of the Engineer

Providing weep holes in Plain/Reinforced concrete abutment, wing wall,

return wall with 100 mm dia PVC pipe, extending through the full width of
7.21 2700 the structure with slope of 1V :20H towards drawing face. Complete as per Nos. 1,268 1,268 0 0
drawing and Technical specifications Section 2700

Total Carried to Summary

BILL No 8 PUP Structure
 Earthwork in excavation for foundation of structures by all means as
per drawings and technical specifications, including setting out,
construction of shoring and bracing, removal of stumps and other
8.01 304 deleterious matter, dressing of sides and bottom and backfilling with
approved material including dewatering and all lifts and leads as
directed by Engineer-in-Charge

i) Ordinary Soil Cum 780 3053 0 2273

Sand Filling in Foundation Trenches or below raft foundation of RCC
8.02 304 box as per Drawing & Technical Specification clause 304 or as directed Cum 187 63 124 0
by Engineer-in-Charge

Plain Cement Concrete Grade M 15 in levelling course, annular filling,

below approach slab, pile cap etc. complete as per drawings and Technical
1500, 1700 & Specifications Section 1500,1700 and 2100. Item rate shall be inclusive of
8.03 all material, taxes, duties, manpower, equipment cost, royalties, Cum 60 30 30 0
2100
transportation, etc.

Reinforced cement concrete in foundation for piers, abutments, wing

walls, return/ retaining walls etc. including formwork, machinery and
workmanship complete as per drawing and Technical Specifications
1500, 1700 & Section 1500, 1700 and 2100. Item rate shall be inclusive of all
8.06
2100 material, taxes, duties, manpower, equipment cost, royalties,
transportation, etc.

iii)RCC M35 Cum 101 221 0 120

Reinforced cement concrete in substructure for piers, abutments,
wing walls, return/retaining walls Abutment cap, Dirt wall, bracket for dirt
wall, Pier cap, Pedestal, Seismic arrester etc. including formwork,
1500, 1700 & machinery and workmanship complete as per drawing and Technical
8.08 Specifications Section 1500, 1700 and 2200. Item rate shall be inclusive of
2200
all material, taxes, duties, manpower, equipment cost, royalties,
transportation, etc.

iii)RCC M35 Cum 115 0 115 0

Structural cement concrete for reinforced concrete in superstructure
complete for RCC (cast in situ/precast) deck slab, any type of
girders, voided slab, etc. excluding cost of steel reinforcement
including shuttering and staging complete, including transportation and
1500, 1700, launching of pre cast elements at location (if applicable) as per drawing
8.10
2300 & 2700 and Technical Specification Sections 1500, 1700, 2300 and 2700 . Item
rate shall be inclusive of all material, taxes, duties, manpower, equipment
cost, royalties, transportation, etc.

iii)RCC M35 Cum 79 94 0 15

Filler Joint : Providing & fixing 20 mm thick compressible fibre board in

8.12 2605 Rmt 107 107 0 0
expansion joint complete as per drawing & Technical Specification.
 Providing and fixing in position HYSD/TMT reinforcement including
cutting , bending, binding etc complete as per drawing and
Specifications. Laps, chairs and wastage shall be included in the rate and
8.13 1600 shall not be considered in the measurement. The steel shall be coated with MT 31 31 0 0
fusion bonded epoxy coating anticorrosive treatment

Providing weep holes in Plain/Reinforced concrete abutment, wing wall,

return/retaining wall with 100 mm dia PVC pipe, extending through the
full width of the structure with slope of 1V :20H towards drawing face.
8.16 2700 Complete as per drawing and Technical specifications Section 2700 Nos. 176 176 0 0

Back filling behind abutment, wing wall/retaining wall and return walls or
305 & other area as per Technical Specification Clauses Clause 305 and Section of
8.17 IRC 78. Item rate shall be inclusive of all material, taxes, duties, manpower, Cum 142 142 0 0
IRC 78 equipment cost, royalties, transportation, etc.

Providing and laying of Filter media behind walls of Abutment, retaining

wall etc. with granular materials/stone crushed aggregates satisfying the
requirements laid down in clause 2504.2.2. of MoRT&H specifications to a
thickness of not less than 600 mm with smaller size towards the soil and
bigger size towards the wall and provided over the entire surface behind
710.1.4 of IRC abutment, wing wall and return wall to the full height compacted to a firm
8.18 Cum
78 & 2504 condition complete as per drawing and Technical Specification 2504. Item
rate shall be inclusive of all
material, taxes, duties, manpower, equipment cost, royalties,
transportation, etc.

i)With Crushed Material Cum 104 104 0 0

Providing and fixing of drainage spouts along with drain pipes
8.19 2705 complete as per drawing and Technical Specifications Section 2705 and Nos. 6 6 0 0
as directed by the Engineer.

Reinforced cement concrete M-30 in approach slab including

shuttering and reinforcement (80 Kg/cum)complete as per drawing and
1500, 1700, Technical Specification Sections 1500, 1700, 2300 and 2700. Item rate
8.25 shall be inclusive of all material, taxes, duties, manpower, equipment cost, Cum 53 53 0 0
2300 & 2700
royalties, transportation, etc.

Providing and constructing RCC crash barrier M-40 grade including

centering, shuttering, including three coats of snowcem paint on exposed
surfaces and reinforcement (Concrete 0.3 Cum/Rmt and steel 28 Kg/Rmt),
including Heavy Class Pipe on top of Crash Barrier fixed with Mild Steel
Plate @ 1000 mm c/c including Base Plate fixed with U Bolts, Nuts and
809, 1500, Washers, including red oxide and two coat of suitable paint etc. all
8.27 1600 & 1700 as complete as per approved Drawings and Technical Specifications 1500, Rmt 54 54 0 0
per IRC-6. 1600, 1700 and as per IRC-6. Item
rate shall be inclusive of all material, taxes, duties, manpower,
equipment cost, royalties, transportation, etc.
 8.30 Providing and laying pipes for Bridges
ii)Down take PVC Pipe (150 dia) Rmt 50 50 0 0

Providing and Applying ordinary paints of approved quality on surface Sqm 65 65 0 0

of parapets as per Drawings and as per the directions of the Engineer

Wearing Coat Sqm 338 338 0 0

Providing and painting with Synthetic enamel paints of approved
8.32 IRC-7 quality on bridges with Bridge No. and Span arrangements as per IRC Nos. 2 2 0 0
7,and as directed by Engineer

Total Carried to Summary

Bill No. 9 Other Items

9.01 Diversion Works LS 1 1
A) Procurement & fixing of sign boards including the cost of posts,
fixtures, fitting and fixing. Sheeting will be made of encapsulated lens type
of
9.02 Retro-reflective type and messages/ borders will be screen printed LS 1 1 0 0
complete as per Technical Specification and as directed by the Engineer.

Total Carried to Summary

Pitching/Turfing

Prooviding & laying Stone pitching on slopes with stone boulders

weighing not less than 40kg each laid over prepared filter media Cum 666 666 0 0
complete as per drwg and technical specifications sec. 2500

Prooviding & laying of Turfing on embankment slopes & on median

island with green grass sods as per technical specifications clause Sqm. 3,842 3,842 0 0
no.307

Median plantation 507 507 0 0

Total Carried to Summary

Grand Total
Say(Rs in Cr)
 BILL NO 1
Dismantling structures including disposal of resulting material and/or salvaging useful materials with all lifts and
item l b h t qty
pcc 15.15 4.45 0.15 10.11263 10.11
raft 15 4.3 0.4 25.8
wall 15 0.4 3.5 21
slab 15 4.3 0.4 25.8 72.6

Dismantling of RIGID pavements

item l b h t qty
pavement conc. Pup 500 8.75 0.3 1312.5
pavement conc. M bridge 30.22 8.75 0.3 79.3275 1391.83
Dry lean conc. Pup 500 8.9 0.15 667.5
Dry lean conc. M bridge 30.22 8.9 0.15 40.3437 707.8437
ul materials with all lifts and leads complete as per Technical Specifications Clause 202.
 BILL NO 2
earth excavation earth disel
item l b h t qty
velora road 260 10.5 3.5 9555 9555
earth in embankment
item l b h nos qty
velora road 260 6 3 4680 6084
service road 500 8.5 2.5 10625 15305 13812.5
earth in shoulder
item l b h nos qty
minor bridge portion 400 3 0.95 1140 1482
pqc rhs 500 3 0.95 1425 1852.5
pqc lhs 500 3 0.95 1425 1852.5
velora road 260 3 0.95 741 963.3
service road 500 3 0.95 1425 6156 1852.5
earth in median
item l b h nos qty
median 1000 3 0.45 1350 1350 1755
petrol
 BILL NO 3
sub base morrum
item l b h nos qty
minor bridge portion 120 12.5 0.45 675 810
pup rhs 60 12.5 0.45 337.5 405
pup lhs 60 12.5 0.45 337.5 405
velora road 260 7.5 0.23 448.5 538.2
service road 500 15 0.23 1725 3523.5 2070
 BILL NO 4A
dlc coarse aggregates
item l b h nos qty 40mm 20mm
diversion toll 20 9 0.15 27 27
minor bridge portion 40 11 0.15 66 66
pup rhs 20 11 0.15 33 33
pup lhs 20 11 0.15 33 33
left out portion 50 8.75 0.15 65.625 65.625
road 500 18.5 0.15 1387.5 1612.125 1387.5
pqc 1612.125
item l b h nos qty
diversion toll 20 9 0.3 54 54
minor bridge portion 40 11 0.3 132 132
pup rhs 20 11 0.3 66 66
pup lhs 20 11 0.3 66 66
left out portion 70 8.75 0.3 183.75 183.75
road 500 18.5 0.3 2775 3276.75 2775
0 3276.75
coarse aggregates fine aggregates cement steel lab
12mm 6mm coarse filling
13.5 81
33 198
16.5 99
16.5 99
32.8125 196.875
693.75 4162.5
0 0 806.0625 0 4836.375 0 0

27 432
66 1056
33 528
33 528
91.875 1470
1387.5 22200
0 0 1638.375 0 0 0 0
 BILL NO 5
earth excavation
item l b h t qty
minor bridge 30.22 15 4.7 2130.51 2130.51
sand filling
item l b h t qty
below raft 11.22 15 0.2 33.66 33.66
pcc m15
item l b h t qty
below raft 11.22 15.15 0.15 25.49745
curtain wall pcc 11.22 1.85 0.15 3.11355
curtain wall pcc 11.22 1.5 0.15 2.5245 31.1355
minor bridge foundation m30
item l b h nos qty
d/s curtain wall 11.22 0.2 0.45 1.0098
curtain wall 11.22 0.45 0.75 3.78675
curtain wall 11.22 0.75 0.75 6.31125
curtain wall 11.22 1.65 0.55 10.18215
u/s curtain wall 11.22 0.2 0.45 1.0098
curtain wall 11.22 0.45 0.75 3.78675
curtain wall 11.22 1.3 0.8 11.6688 37.7553
minor bridge substructure m25
item l b h nos qty
raft m30 15 11.22 0.4 67.32
raft haunch m30 11.22 0.55 0.8 4.9368
raft haunch m30 11.22 0.55 0.8 4.9368 77.1936
minor bridge substructure m30
item l b h nos qty
item l b h nos qty
wall m30 15 3.5 0.4 3 63
parapet m25 18.22 0.35 0.15 2 1.9131 64.9131
minor bridge superstructure m30
item l b h nos qty
deck slab 15 11.22 0.4 1 67.32
haunch 15 0.075 0.15 2 0.3375 67.6575
 BILL NO 6
kerb m25
item l b h t qty
0 0
painting kerb
item l b h t qty
0 0
pcc m15 below kerb
item l b h t qty
0
0
0 0
pedestrian crossing mark
item l b h nos qty
0
0
0
0
0
0
0 0
 BILL NO 7b
retaining wall exc coarse aggregates
item l b h nos qty 40mm 20mm
retaining wall 10.6 5.5 2 8 932.8 932.8
sand filling below retaining wall
item l b h nos qty
10.5 5.5 0.3 8 138.6 138.6
pcc m15
item l b h nos qty
raft bottom 10.15 4.8 0.15 8 58.464 58.464 58.464
m20 foundation
item l b h nos qty
retaining wall 4.5 10 0.25 8 90 90
0
0 90
m20 substructure
item l b h nos qty
raft 4.5 10 0.25 2 22.5 22.5
1.65 10 0.45 2 7.425 7.425
2.25 10 0.25 2 5.625 5.625
0.5 10 0.35 2 3.5 3.5
wall 0.425 10 5.07 2 43.095 43.095
raft 5.25 10 0.25 2 26.25 26.25
2 10 0.55 2 11 11
2.5 10 0.35 2 8.75 8.75
0.75 10 0.45 2 6.75 6.75
wall 0.5 10 6.227 2 62.27 197.165 62.27
m40 crash barier
500 0.35 1 175 175
coarse aggregates fine aggregates cement steel lab
12mm 6mm coarse filling

166.32

29.232 350.784

45 630

11.25 157.5
3.7125 51.975
2.8125 39.375
1.75 24.5
21.5475 301.665
13.125 183.75
5.5 77
4.375 61.25
3.375 47.25
31.135 435.89

87.5 1575
 BILL NO 7b
drainage earth
item l b h nos qty
service road edge 380 2 0.875 665
median 250 2 0.875 437.5 1102.5
sand filling below drain
item l b h nos qty
380 2 0.2 1 152 152
pcc m15
item l b h nos qty
drain 380 1.65 0.075 1 47.025 47.025
m20 foundation
item l b h nos qty
380 1.5 0.2 1 114
0
0 114
m20 substructure
item l b h nos qty
raft 380 0.2 0.8 2 121.6 121.6

m20 superstructure pre cast

item l b h nos qty
raft 380 1.5 0.2 1 114 114
 BILL NO 8 pup
earth excavation coarse aggrega
item l b h t qty 40mm
minor bridge 18.5 30 5.5 3052.5 3052.5
sand filling
item l b h t qty
below raft 30 7 0.3 63 63
pcc m15
item l b h t qty
below raft 29.8 6.8 0.15 30.396 30.396
raft m35
item l b h nos qty
base slab 29.5 6.5 0.5 1 95.875
wall 29.5 0.45 4.652 2 123.5106
haunch 29.5 0.15 0.15 4 1.3275 220.7131
slab
item l b h nos qty
aproach hanger 29.5 0.3 0.3 2 2.655
29.5 0.3 0.3 2 5.31
slab 29.5 6.5 0.45 1 86.2875 94.2525
PUP substructure m30
item l b h nos qty
item l b h nos qty
wall m30 15 3.5 0.4 3 63
parapet m25 18.22 0.35 0.15 2 1.9131 64.9131
PUP superstructure m30
item l b h nos qty
deck slab 15 11.22 0.4 1 67.32
haunch 15 0.075 0.15 2 0.3375 67.6575
m30 aproach slab
12.5 3.5 0.15 4 26.25
crash barier
54 0.35 1 1 18.9
wearing coat
12.5 1 13 2 325
 coarse aggregates fine aggregates cement steel lab
20mm 12mm 6mm coarse filling

63

30.396 15.198 182.376

95.875 47.9375 767

123.5106 61.7553 988.0848
1.3275 0.66375 10.62

2.655 1.3275 21.24

5.31 2.655 42.48
86.2875 43.14375 690.3

63 31.5 441
1.9131 0.95655 13.3917

67.32 33.66 471.24

0.3375 0.16875 2.3625

26.25 13.125 183.75

18.9 9.45 170.1

325 162.5 2925

 ITEM QTY AGT QTY SITE JAN FEB MAR APR MAY JUN
Bill 1 DIS STR PCC 73 10.11 10.11
DIS STR RCC 217 72.60 72.6
DIS RIG DLC 669 707.84 353 354.84
DIS RIG PQC 1,293 1391.83 700 691.83
Bill 2 EXC 9,659 9555.00 9555
EMB FIL 14,471 15305.00 3000 4500 3000 4500
SHOULD FILL 6,526 6156.00 2156.00 4000
MEDIAN FILL 1,434 1350.00 1350
Bill 3 SUB BASE 2,610 3523.50 1380 1380
Bill 4 DLC 1674 1612.13 806 806
PQC 3263 3276.75 1638 1638
Bill 5 EXC 1429 2130.51 2130
SAND FILL 154 33.66 33.66
PCC M15 39 31.14 31.14
BACK FILL 242 242.00 242
RCC M30 FOU 61 37.76 37.76
RCC M25 SUB 76 77.19 77.19
RCC M30 SUB 92 64.91 64.91
RCC M3O SUP 57 67.66 67.66
HYSD 31 31.00 16 15
WEEP HOLE 352 352.00 352
FILTER MEDIA 123 123.00 123
Bill 6 M20 L TYPE 1,027 1027.00 1027
M15 PCC 90 90.00 90
PAINT KERB 359 359.00 359
PED CROSS M 400 400.00 400
Bill 7A EXC 1,702 1102.50 550 552.50
SAND FILL 1,723 152.00 76 76.00
M15 PCC 88 47.03 23.5 23.53
M20 RCC FOU 117 114.00 57 57.00
M20 RCC SUB 238 121.60 60.5 61.10
M20 P CAST 117 114.00 57 57.00
HYSD 28 28.00 14 14.00
SEP GSB 2,226 2226.00 1113 1113.00
Bill 7B EXC 7,390 932.80 466.4 466.40
M15 PCC 287 58.46 29.232 29.23
M25 RCC FOU 711 90.00 45 45.00
M25 RCC SUB 811 197.17 98.50 98.67
HYSD 137 137.00 66 71.00
M40 C BARIER 507 507.00 253 254.00
EXP JOINT 203 203.00 203 0.00
FILTER MEDIA 761 761.00 380 381.00
 PAINT PARA 608 608.00 608.00
WEEP HOLE 1,268 1268.00 634 634.00
Bill 8 EXC 780 3052.50 1526
SAND FILL 187 63.00 31.5
M15 PCC 60 30.40 15.2
M35 RCC FOU 101 220.71 110.36
M35 RCC SUB 115 0.00
M35 SUP 79 94.25 47
FILLER JOINT 107 107.00 53
HYSD 31 31.00 15
WEEP HOLE 176 176.00 88
BACK FILL 142 142.00 71
FILTER MEDIA 104 104.00 52
DRAIN SPOUT 6 6.00 3
C BARIER 54 54.00 27
PVC PIPE 50 50.00 25
PAINT PARA 65 65.00 65
W COAT 338 338.00 169
PAINT BDRG 2 2.00 2
Bill 9
 ITEM QTY AGT QTY SITE
1 JAN FEB MAR
ll
Bi 0 0 0 APR MAY JUN
0 00 000
1 2
 WORK PROGRAME
BILL ITEM No. ITEM QTY AGT unit JAN FEB MAR APR MAY JUN
Bill 1 1.01 (i) Dismentaling Structure PCC 73 cum 10.11
(ii) Dismentaling Structure RCC 217 cum 72.6
1.02 (i) Dismentaling Rigid Pavement DLC 669 cum 353 316.00
(ii) Dismentaling Rigid pavement PQC 1,293 cum 700 593.00
Bill 2 2.01 Excavation 9,659 cum 9555
2.02 Embankment Filling 14,471 cum 3000 4500 3000 3,971
2.03 Shoulder Filling 6,526 cum 2526.00 4000
2.04 Median Filling 1,434 cum 1434
Bill 3 3.01 Sub base 2,610 cum 1305 1,305
Bill 4 4a.01 DLC 1674 cum 837 837
4a.02 PQC 3263 cum 1630 1633
Bill 5 5.01 (i) Excavation 1429 cum 1429
5.02 Sand Filling 154 cum 154
5.03 PCC M15 39 cum 39
5.08 (i) Back Filling 242 cum 242
5.12 (iii) RCC M30 Foundation 61 cum 61
5.13 (ii) RCC M25 Substructure 76 cum 76
5.13 (iii) RCC M30 Substructure 92 cum 92
5.14 (ii) RCC M3O Superstructure 57 cum 57
5.15 HYSD 31 mt 16 15
5.18 Weep Hole 352 no 352
5.19(i) Filter Media 123 cum 123
Bill 6 6.01(i) M20 L Type kerb 1,027 rmt 1027
6.01(iii)b M15 PCC 90 cum 90
6.01(iii)c Paint Kerb 359 sqm 359
6.02 Pedestrian Crossing Mark 400 sqm 400
Bill 7A 7.01(i) Excavation 1,702 cum 851 851.00
7.01(v) Sand Filling 1,723 cum 860 863.00
7.02 M15 PCC 88 cum 44 44.00
7.03 M20 RCC Foundation 117 cum 58 59.00
7.04 M20 RCC Substructure 238 cum 119 119.00
7.05 M20 Pre cast 117 cum 58 59.00
7.06 HYSD 28 mt 24 4.00
7.12 Separator GSB 2,226 sqm 1113 1113.00
Bill 7B 7.13(i) Excavation 7,390 cum 3695 3695.00
 7.14 M15 PCC 287 cum 143.5 143.50
7.15 M25 RCC Foundation 711 cum 355.5 355.50
7.16 M25 RCC Substructure 811 cum 405.00 406.0
7.17 HYSD 137 mt 68 69.0
7.18 M40 Crash Barier 507 rmt 253 254.0
7.19 Expansion Joint 203 rmt 101 102.0
7.20(i) Filter Media 761 cum 380 381.0
7.21 Painting Parapet 608 sqm 608.0
7.21 Weep Hole 1,268 no 634 634.0
Bill 8 8.01(i) Excavation 780 cum 780
8.02 Sand Filling 187 cum 187
8.03 M15 PCC 60 cum 60
8.06(iii) M35 RCC Foundation 101 cum 101
8.08(iii) M35 RCC Substructure 115 cum
8.10(iii) M35 Super structure 79 cum 79
8.12 Filler Joint 107 rmt 107
8.13 HYSD 31 mt 31
8.16 Weep Hole 176 no 176
8.17 Back Filling 142 cum 142
8.18(i) Filter Media 104 cum 104
8.19 Drainage Spout 6 no 6
8.25 M30 approach slab 53 cum 26 27
8.27 Crash Barier 54 rmt 54
8.30(ii) Pvc Pipe 50 rmt 50
8.31 Paint Parapet 65 sqm 65
8.31 Wearing Coat 338 sqm 338
8.32 Paint Bridge 2 no 2
Bill 9 9.02 sign board 1 ls 1
9.02 stone pitching 666 cum 333 333
9.02 turfing 3842 sqm 1921 1921
9.02 median plantation 507 507
 10674663
ITEM QTY AGT unit JAN
1

Bill 1 1.01 (i) Dismentaling Structure PCC 10.11 cum 10.11 748
(ii) Dismentaling Structure RCC 72.60 cum 72.6 2286
1.02 (i) Dismentaling Rigid Pavement DLC 707.84 cum 353 644
(ii) Dismentaling Rigid pavement PQC 1391.83 cum 700 395
Bill 2 2.01 Excavation 9555.00 cum 94
2.02 Embankment Filling 15305.00 cum 3000 208
2.03 Shoulder Filling 6156.00 cum 571
2.04 Median Filling 1350.00 cum 223
Bill 3 3.01 Sub base 3523.50 cum 2930
Bill 4 4a.01 DLC 1612.13 cum 373.875 4177
4a.02 PQC 3276.75 cum 609 7793
Bill 5 5.01 (i) Excavation 2130.51 cum 447
5.02 Sand Filling 33.66 cum 468
5.03 PCC M15 31.14 cum 4624
5.08 (i) Back Filling 242.00 cum 499
5.12 (iii) RCC M30 Foundation 37.76 cum 7045
5.13 (ii) RCC M25 Substructure 77.19 cum 6946
5.13 (iii) RCC M30 Substructure 64.91 cum 7144
5.14 (ii) RCC M3O Superstructure 67.66 cum 7244
5.15 HYSD 31.00 mt 57552
5.18 Weep Hole 352.00 no 151
5.19(i) Filter Media 123.00 cum 1787
Bill 6 6.01(i) M20 L Type kerb 1027.00 rmt 893
6.01(iii)b M15 PCC 90.00 cum 4764
6.01(iii)c Paint Kerb 359.00 sqm 125
6.02 Pedestrian Crossing Mark 400.00 sqm 546
Bill 7A 7.01(i) Excavation 1102.50 cum 151
7.01(v) Sand Filling 152.00 cum 468
7.02 M15 PCC 47.03 cum 4312
7.03 M20 RCC Foundation 114.00 cum 4961
7.04 M20 RCC Substructure 121.60 cum 5195
7.05 M20 Pre cast 114.00 cum 5954
7.06 HYSD 28.00 mt 57552
7.12 Separator GSB 2226.00 sqm 1195
Bill 7B 7.13(i) Excavation 932.80 cum 466.4 270
7.14 M15 PCC 58.46 cum 29.232 4618
7.15 M25 RCC Foundation 90.00 cum 45 5954
7.16 M25 RCC Substructure 197.17 cum 6442
7.17 HYSD 137.00 mt 10 57552
7.18 M40 Crash Barier 507.00 rmt 6946
7.19 Expansion Joint 203.00 rmt 395
7.20(i) Filter Media 761.00 cum 1392
7.21 Painting Parapet 608.00 sqm 125
 7.21 Weep Hole 1268.00 no 140
Bill 8 8.01(i) Excavation 3052.50 cum 1526 322
8.02 Sand Filling 63.00 cum 31.5 468
8.03 M15 PCC 30.40 cum 15.2 4613
8.06(iii) M35 RCC Foundation 220.71 cum 110.36 7138
8.08(iii) M35 RCC Substructure 0.00 cum 7149
8.10(iii) M35 Super structure 94.25 cum 7450
8.12 Filler Joint 107.00 rmt 395
8.13 HYSD 31.00 mt 10 57552
8.16 Weep Hole 176.00 no 249
8.17 Back Filling 142.00 cum 447
8.18(i) Filter Media 104.00 cum 2379
8.19 Drainage Spout 6.00 no 1190
8.25 M30 approach slab 53 cum 12406
8.27 Crash Barier 54 rmt 6946
8.30(ii) Pvc Pipe 50 rmt 452
8.31 Paint Parapet 65 sqm 125
8.31 Wearing Coat 338 sqm 499
8.32 Paint Bridge 2 no 9923
Bill 9 9.02 sign board 1 ls 1 21819.62
9.02 stone pitching 666 cum 2379
9.02 turfing 3842 sqm 109
9.02 median plantation 507 249
6 7 8 9 10 11 12 13 14 15 16 17
dw dw & cle bar bind raft wall shut 1st lift shutter

9.36
24.8625
9.01875
 18 19 20 21 22 23 24 25 26 27
2nd lift shutter/cwashutter/cwa3rd lift shutter/cwashutter/ 4th lift cwall

15.68342 9.721125 5.832675 1.55538

7.55625 6.09375 4.63125

28 29 30
 coarse aggt sand steel in to
earth morrum 40mm 20mm 12.5mm 6mm coarse filling 20mm
jan Err:509 Err:509 Err:509 Err:509 Err:509
feb Err:509 1035 Err:509 Err:509 Err:509 Err:509
march Err:509 Err:509 Err:509 Err:509 Err:509
april Err:509 Err:509 Err:509 Err:509 Err:509
may Err:509 Err:509 Err:509 Err:509 Err:509
june Err:509 Err:509 Err:509 Err:509 Err:509
Err:509 Err:509 Err:509 0 0 Err:509 Err:509 0
 steel in ton fuel
16mm 12mm 10mm 8mm cement diesel petrol labour
2.98071 5.292506 9.449819 6326.517
9696.06
11.11484
2.678858 6.868807 5.10449

5.659567 12.16131 25.66915 0 16022.58 0 0 0

 bbs for retaining wall for minor bridge
bar a b c d e nos spacing 10 12 16 20
a
1 b b 10 3.85 1.210 48 150 5.06 242.88 0 0 0
a
2 c 10 5.72 0.150 1.210 48 150 7.08 339.84 0 0 0
d b
a
3 c 10 2.23 0.625 0.13 0.66 48 150 3.65 174.96 0 0 0
b c d
4 a 10 0.13 1.660 0.625 2.23 0.13 48 150 4.78 229.2 0 0 0

a
b c
5 10 7.1 0.255 0.255 15 150 7.61 114.15 0 0 0
a
5b c 10 7.1 0.255 0.255 12 150 7.61 91.32 0 0 0

b a c
6 10 4.41 0.130 0.13 48 150 4.67 224.16 0 0 0

6a a 10 2.865 48 150 2.87 137.52 0 0 0

b a c
7 10 7.1 0.255 0.255 30 150 7.61 228.3 0 0 0
c
a
8 b 10 5.72 0.300 0.150 48 150 6.17 296.16 0 0 0

a
9 10 7.11 0.500 0.5 37 150 8.11 300.07 0 0 0
10 a 10 7.11 0.325 0.325 18 150 7.76 139.68 0 0 0

b b c
11 10 0.6 0.350 0.35 0.3 0.3 12 1.90 22.8 0 0 0
a
b a b
12 c 10 0.6 0.150 0.25 0.3 0.3 24 1.60 38.4 0 0 0

b a b
13 c 10 0.6 0.250 0.25 0.3 0.3 12 1.70 20.4 0 0 0
 c

b a b
13 10 0.3 0.430 0.3 8 1.03 8.24 0 0 0
2608.08 0 0 0
0.62 0.88 1.58 2.47
total wt. 1.617 0 0.000 0.000
25

0
0

0
 0
0
3.85
0.000