Bridge

BILL OF QUANTITIES

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting 0.06 One 28455.09

rank vegetation, grass, bushes, shurbs, saplings and Hect.

trees girth upto 300mm removal of stumps of trees

cut earlier and disposal of unserviceable materials ©

By mechanical means in area of Light jungle.

2 Earthwork for embankment including breaking clods, 1365.86 One 177.91

dressing with all lead and lift and including watering Cum

rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the

depression which occur during the process using

power roller 8T to 10T. (E) From Borrow area within

3 Construction of sub-grade and earthen shoulders 190.08 One 200.87

using quarry spall with all lead and lift and including Cum

watering and rolling and consolidation of sub grade in

layers at OMC to required dry density including

filling the depressions which occur during the process

using power roller 8T to 10 T

4 Construction of granular Sub base with Coarse 57.60 One 1131.07

Graded Material (Grade II) (Table:- 400- 2) of 100 mm Cum

byproviding coarse graded material Metal Crushed

using size 53mm to 26.5 mm@ 27.5%, 26.5 mm to

below @ 37.5% spreading in uniform layers with

includingand mixing the material obtained from

cutting BT road by milling machine using motor

grader on prepared surface mixing by mix in place

method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density

complete as per Clause 401.2 Table

5 Providing, laying, spreading and compacting stone 41.32 One 1251.32

aggregates of specific sizes to water bound macadam Cum

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 and compacting to the required

density.-Grading 1, Using Screening Crushable type

such as Moorum or Gravel.

6 Excavation for foundation in sand, gravel, clay soft 556.41 One 511.20

soils and murrum etc. including shoring, strutting Cum

dewatering as necessary and disposing of the

excavated stuff as directed.(A) Depth upto 3.0M and

lead upto 100m for 10cum

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

7 Excavation in large boulders and soft rock by wedging 878.45 One 716.60

including shoring, strutting and dewatering as Cum

necessary and disposing of the excavated stuff as

8 Providing and fixing Mild steel dowel bar of 378.00 One 450.07

minimum 32mm dia. For anchoring by drilling holes Rmt.

in foundation strata including necessary bending,

hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

9 Providing and laying rubble for appron 150 mm thick 26.80 One 3046.30

flat stone/cement concrete block M 15 grade Cum

conforming to Section 1700 of these Specifications. It

shall be bedded on a layer of cement mortar (1 :3) of

300mm thickness as per section 2505.2 of MoRTH.

10 Providing and laying cement concrete 1:3:6 (M10) (1- 184.26 One 3070.94

Cement : 3- coarse sand : 6- Graded brick bat Cum

aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and

11 Providingand laying plain cement concrete in 249.90 One 3798.47

levelling course complete as per drawings and Cum

technical specifications as per sections 1500, 1700 and

2100 of MORTH. (M-15)

12 Providing parapet of ordinary cement concrete M-200 68.00 One 1086.63

as per detailed drawing with necessary reinforcement Rmt.

including shuttering laying vibrating and finishing to

line and level complete (ii) cast in situ.

13 Providing and casting in situ controlled cement 373.30 One 5227.36

concrete M-20 for R.C.C. return as per drawings Cum

including centering huttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete.(A)Height from 0.0 to 5.0 M (1) Piers (2)

Abutment (3) RCC return

14 Providing and casting in situ controlled cement 131.80 One 5553.77

concrete M-20 for R.C.C. return as per drawings Cum

including centering huttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete. (A) Height from 5.0 to 10.0 M (1) Piers (2)

Abutment (3) RCC return

15 Providing and casting in situ Controlled Cement 172.80 One 4620.45

Concrete M-20 for R.C.C. Raft and cut-off walls Cum

including neccesary shuttering laying, vibrating

ramming of curing complete.

16 Providing and casting in situ Contolled Cement 50.30 One 5509.46

concrete M 20 for R.C.C. works in pier cap, abutment Cum

cap, and dirt wall including controlled cement

concrete M 250 bed block or pedestals for required

size below bearings as per detailed drawings,

centering, shuttering, scaffolding wherever necessary

laying, vibrating, curing and finishing complete.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

17 Providing and casting in situ controlled cement 122.40 One 5457.74

concrete M-25 for R.C.C. Solid Slab, as per drawings Cum

(pier shall be cast in single lift or as per direction of

Engineer in charge), using 6 mm to 20 mm machine

crushed well graded stone aggregate, sand of

approved quality, OPC 53 grade cement with

contractor's own concrete mix design etc. complete as

per specification

18 Providing and casting in situ Controlled cement 24.86 One 5351.64

concrete M-25 mix for average 75mm thick wearing Cum

coat laid as directed incuding. tamping, vibrating,

finishing, curring and filling in joints with bitumen

19 Providing and laying weep hole in Abutments and 192.00 One 61.50

returns by using A.C pipe of 100mm. Including laying No

in proper grade and jointing the complete as per

detailed specification

20 Providing and laying weep hole in Abutments and 208.00 One 312.54

returns by using P.V.C pipe of 100mm. Including Rmt.

laying in proper grade and jointing the complete as

per detailed specification

21 Providing and laying filter media 600mm. thick 440.55 One 1239.37

directed at the back of abutments, returns and wing Sqm

walls as per detailed specifications.

22 Providing and fixing in position Mild steel dowel bars 24.00 One 341.29

in pier cap or abutment caps for anchorage in fixed No

end as per detailed drawings including cutting

bending and welding complete.

23 Providing and fixing in position Mild steel dowel bars 24.00 One 399.70

in pier cap or abutment caps for anchorage in free end No

as per detailed drawings including cutting bending

and welding complete.

24 Providing and laying in Position CRS FE 550D TMT 9.860 One 77393.69

bar reinforcement including cutting, bending, hooking MT

and tying complete as per detailed drawings for the

following (A) Piers (B) Abutments (C) R.C.C. Returns

25 Providing and laying in Position CRS FE 550D TMT 1.820 One 77393.69

bar reinforcement including cutting, bending, hooking MT

and tying complete as per detailed drawings. For well

:- curb, staining, cap and RCC Raft

26 Providing and fixing post and pipe railing as per 46.40 One 1214.20

detailed drawing including 3 coats of painting to steel Rmt.

works complete.

27 Providing Pre-moulded asphalt filler joints as per 50.00 One 611.13

28 Providing and fixing G.I. Rain water spout of 50mm 10.00 One 101.91

dia.and 30cm length No

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

29 Back filling behind Abutment, wing wall and return 586.30 One 562.10

wall with selected granular material of approved Cum

quality incluiding all the materials, compacting,

labour, equipment charges, etc all complete as per

drawing and Technical Specification Section

(Percentage of fine content maximum 15%, Backfill

soil phi 30°, Density 20 kN/m3, Field compaction

95±2% modified proctor density.)

30 Supplying and fixing reinforced concrete heavy duty 53.00 One 3469.26

nonpressure pipes with collars for culverts carrying Rmt.

heavy traffic as per IS 458-1991 specifications

including setting the pipes in C.M. 1:2 watering and

laying (to level or slopes) of class NP3 of following

internal daimeters.(v) 900mm dia.

31 Demolition of Brickwork and stone masonry including 370.71 One 562.90

-stacking of serviceable materials and disposal of Cum

eunserviceable materials with all lead and lift. (ii)In

32 Demolition including stacking of serviceable materials 150.00 One 1082.35

and disposal of unserviceable materials with all leand Cum

and lift. RCC Work.

33 Dismantling of flexible pavements and disposal of 37.44 One 256.75

dismantled materials up to a lead of 1000 metres, Cum

stacking serviceable and unserviceable materials

Dismantaling of Bituminous Layer

34 Dismantling of flexible pavements and disposal of 248.40 One 357.25

dismantled materials up to a lead of 1000 metres, Cum

stacking serviceable and unserviceable materials

Dismantaling of Granular Layer

35 Providing and laying plain cement concrete grade M- 114.81 One 3798.48

15 PCC wall for protection i.e. to prevent the soil from Cum

sliding down, with graded machine mixed stone

aggregate from 6 mm to 40 mm including tamping,

vibrating, leveling and curing complete with all

formwork, dewatering wherever required including

all materials, labours, plants, machineries & tools, all

leads and lifts, etc. complete as per specification.

36 Provding and laying plain cement concrete grade M- 37.50 One 4620.04

20 curtain wall with minimum depth below floor Cum

levelof 2m on upstream and 2.5m on downstream side

as per clause 20.1.2.3 of IRC:SP:13:2022 and section

2507.1 of MORTH specification.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

37 Providing and casting in situ controlled cement 232.30 One 5333.10

concrete M-25 for R.C.C. box structure, as per Cum

drawings (pier shall be cast in single lift or as per

direction of Engineer in charge), Stem of Retaining

wall etc. using 6 mm to 20 mm machine crushed well

graded stone aggregate, sand of approved quality,

OPC 53 grade cement with contractor's own concrete

mix design etc. complete as per specification.

38 Providing and laying in position FE 500D TMT bar 0.14 One 77393.69

reinforcement including cutting, bending, hooking, MT

and tying complete as per detailed for the following.

(A) Abutment cap & Dirt Wall. (B) Pier Cap

39 Providing and laying in position CRS FE 550D TMT 12.24 One 76778.02

bar reinforcement including cutting, bending, MT

hooking, and tying complete as per detailed for the

following. (A) Solid Slab

40 Providing and fixing in position (Thermo 19.50 One 77393.70

mechanically Treated bars) TMT Fe550D conforming MT

to IS 1786 reinforcing bars of various diameters for

Box structure, retaining wall, etc. as per detailed

designs and drawings and schedule including cutting,

bending, hooking the bars, binding with 18 SWG GI

wires with cost of all labour, materials, tools, plants,

equipments, supporting as required with all lifts and

leads etc. all complete as per specification and as

directed by Engineer

41 Construction of un-reinforced, dowel jointed, plain 70.20 One 5406.29

cement concrete pavement (M25) over a prepared sub Cum

base with 53 grade cement @ 400 per kg cum, coarse

and fine aggregate conforming to IS 383, maximum

size of coarse aggregate not exceeding 25 mm,

transported to site, spread, compacted and finished in

a continuous operation including provision of

contraction, expansion, construction and longitudinal

joints, joint filler, separation membrane, sealant

primer, joint sealant, debonding strip, dowel bar, tie

rod, admixtures as approved, curing

compound,finishing to lines and grades as per

42 Providing and laying pitching on prepared surface for 75.30 One 1083.80

flexible apron including boulder laid dry complete as Cum

per drawing and Technical specifications section

43 Providing and laying Filter material underneath 281.40 One 309.80

pitching in slopes complete as per drawing and Sqm

Technical specification.

44 Providing and laying Pitching on slopes laid over 84.40 One 1138.20

prepared filter media including boulder apron laid Cum

dry in front of toe of embankment complete as per

drawing and Technical specifications.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

45 Hazard Marker Sign 4.00 One 3666.30

Providing and fixing sign boards made out of 2.0 mm No

aluminium sheet / 4 mm ACP (Aluminum composite

Panel); size 90x30 cms. rectangular as per design of

IRC-67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint ;reflectorised

with Micro Prismatic Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of 75 x

75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x

35 x 3mm; painted with bestquality epoxy coatings in

black and white bends. The details of symbol foreach

board shall be as per theinstruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 10 years for the

Retro reflective sheeting from original manufacturer &

a certified copy of 3 year outdoor exposure test report

from third party test lab for the product offered shall

be submitted by contractor. (A) Class-C Type-11 Retro

Reflective sheeting.

One Crore Fifty Two Lakh Ninty Six Thousand Seven Hundred Twenty Seven Rupees And

Fifty Three Paisa

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should be

written in figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

1.The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-

In-Charge for which no extra payment shall be made.

2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3.GST and Income tax TDS will be deducted at a source while making payments of bills

4.In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at the rate of input rate

mentioned in all the tender.

NOTE: Amount Rs 72854 of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Junagadh-2 Junagadh