Construction of Major Bridge (Box Culvert type) on Haripar to Koyba Road bet. Ch.1/000 to 1/200 (V.R.) Ta. Halvad Dist. Morbi (Under MMGSY Yojna (SCSP) Year 2025- 26)

BILL OF QUANTITY

Memorandum showing items of works to be carried out

Item Discription of Item (With Brief Specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

1 WBM Grading 1 200.40 Cum 1403.90

Providing, laying, spreading and compacting stone

aggregates of 90 to 45mm sizes to water bound macadam

specification including spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-100 kN in stages

to proper grade and camber, applying and brooming, stone

screening/binding materials to fill-up the interstices of coarse

aggregate, watering and compacting to the required density

grading I as per Technical Specification Clause

By Manual Means

2 Providing and filling in foundation with ordinary cement 339.70 Cum 3345.58

concrete M-10 mix and providing necessary vertical pin

headers incl. Formwork, vibrating, ramming and curing

3 Providing & casting in situ ordinary cement concrete M-15 mix 247.00 Cum 3921.64

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves.(A) Height from 0.0 M. to 5.0 M.

4 Providing and placing in position FE 500D TMT bar 100.40 Mt 73243.01

reinforcement including testing of coating at plant and all

taxes including cutting, bending, hooking, and tying complete

as per detailed drawing.(A) Solid Slab. / App slab / Wearing

5 Providing and laying in position FE 500/500 D TMT bar 1.83 Mt 73858.69

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawings for the following.(A) Piers

(B) Abutments (C) R.C.C. Return / Walls/ Caps/ Copings etc

6 Providing and fixing TMT FE 500 D dowel bars of minimum 32 540.00 Rmt 643.37

mm dia. for anchoring by drilling holes in foundation strata

including necessarty bending, hooking of dowel bars and

grouting the holes complete as per detailed drawing and as

7 Providing and erecting a "W" metal beam crash barrier 448.00 Rmt 3546.11

comprising of 3 mm thick corrugated sheet metal beam rail,

1.0 m above road level, fixed on ISMC series channel vertical

post, 150 x 75 x 5 mm spaced 2 m centre to centre, fitted on

mm thick corrugated base plate connected with necessary

bolt with slab , all steel parts and fitments to be galvanised by

hot dip process, all fittings to conform to IS:1367 and IS:1364,

metal beam rail to be fixed on the vertical post with a spacer

of channel section 150 x 75 x 5 mm, 330 mm long complete

as per clause 811 and directed by the Engineer, all as

8 Filling available excavated earth (excluding rock) in trenches. 1086.00 Cum 136.91

plinth, sides of foundations etc. in layers not exceeding 20 cm.

in depth consolidating each disposited layer by ramming and

9 Providing and laying weep hole in Aburtments, and returns by 225.00 No 355.52

using PVC pipe of 100 mm including fixing in proper grade

and jointing the complete as per detailed specification

10 Diversion: Providing temporary diversion suitable for traffic 220.00 Rmt 3122.92

during the construction period of the C.D. Structure work by

levelling existing ground and constructiong suitable

compacted embankment, road surface with providing, laying

& consolidation of 200 mm WBM in layers on carriage width

with safety measures like sign board, guard stone, necessary

R.C.C. pipes with suitable slope protection & maintain for

motorable road throughout construction period etc. and also

dismantle diversion after completion of work etc. complete as

per instrucion of Engineer-in-Charge.

11 Excavation for foundation in sand, gravel, clay soft soils and 3636.00 Cum 511.11

murrum etc. including shoring, strutting dewatering as

necessary and disposing of the excavated stuff as

directed.(A) Depth upto 3.0 M. and lead upto 100m

12 Providing and laying rubble for appron (each stone weighting 1325.60 Cum 1083.81

not less and than 40Kg) including and packing and filling in

the interestices with quarry spalls

13 Providing and casting in situ. controlled Cement Conrete M-25 435.10 Cum 4697.25

for R.C.C. Raft and cut-off walls including necessary

shuttering laying, vibrating ramming of curing complete

14 Providing and casting in situ controlled cement concrete M-25 383.80 Cum 5304.30

for R.C.C. Wall/Return as per drawings including centering

shuttering, scaffolding where necessary, laying vibrating,

curing and finishing complete.(A) Height from 0.0 to 5.0 M. (1)

Piers/ R.C.C. Walls (2) Abutment (3) RCC return

15 Providing and casting in situ Controlled cement concrete M- 319.00 Cum 5256.06

25 for R.C.C. solid slab including centering, scaffolding curing

and finishing complete.

16 Providing and casting in situ Controlled cement concrete M-25 16.10 Cum 5235.67

for approach slab including formwork curing and finishing

17 Providing and casting in situ controlled cement concrete M-30 215.10 Cum 5536.10

for varies thickness wearing coat laid as directed including

tamping, vibrating, finishing, curing and filling in joints with

bitumen complete.

18 Providing & casting in situ ordinary cement concrete M-20 mix 475.40 Cum 4291.68

and providing necessary pin headers including shuttering,

scaffolding, laying, vibrating, curing and finishing complete

without V-Groves.(A) Height from 0.0 M. to 5.0 M.

19 Providing 20 mmThick Pre-moulded asphalt filler joints as per 250.00 Sqm 769.62

20 Provding P.V.C. 100 mm diameter water spouts including 96.00 No 159.36

necessary iron gratings as per drawings.

21 Providing and laying filter media 600mm.thick directed at the 70.00 Sqm 1239.35

back of abutments, returns and wing walls as per detailed

specifications.

22 Dismentalling the existing structure including removing and 133.00 Cum 930.35

stacking the dismentalled materials as and where directed

23 Demolition and disposal of unserviceable materials with all 711.00 Cum 623.01

lead and lift.(ii) Unreinforced concrete.

24 Removing all types of Hume pipes and stacking within a lead 22.50 Rmt 419.01

of 1000 m including Earthwork and Dismantling of Masonry

Works as per Technical Specification Clause 202. (B)Above

600 mm to 900 mm dia Hume pipe

25 Cautionary Warning Sign :-Providing and fixing sing boards 2.00 No 3808.65

made out of 2mm aluminium sheet; size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-1977. Pre treated

with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint

;reflectorised with retro refiectivesheeting as per latest

M.O.S.T.Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x

75 x 6mm as required; painted with bestquality epoxy

coatings in black andwhite 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

x 45 x 60 Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)

26 Informatory Signs :-Providing and fixing sing boards made out 2.00 No 3856.90

of 2mm aluminium sheet; size 80 x 60cms. rectangle as per

the design of IRC-67-1977 pre treated with phospheting

process & acid teching; coated with one coat of epoxyprimer

and two coats of best qualityepoxy paint; reflectorised with

retro refiective sheeting as per latest M.O.S.T. Specifications;

3.1m long stand postand frame fabricated from suitable

sizeiron angle of 35 x 35 x 3mm75x75x6mm as required;

painted with best qualityepoxy coatings in black and

whitebends. the details of symbol for eachboard shall details

of symbol for eachboard shall be as per the instruction

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

block of size 45 x45 x 60cms. for each leg. including

excavation curing tec. complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)

27 Hazard Marker Sign :-Providing and fixing sing boards made 2.00 No 2423.74

out of 2mm aluminium sheet; size 90 x 30cms. rectangle as

as per the design/drawing attached (IRC) pretreated with

phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint;

reflectorised with retro refiective sheeting as per latest

M.O.S.T. Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm &

x 50 x 5mm painted with best quality epoxy coatings The

fixing at site shall be in 1:2:4 CC block of size 45x45x 60cms.

for each leg. including excavation curing etc. complete under

the supervision of engineer in charge.(A) Engineer Grade(VR)

28 Dewatering for Bridge/C.D. structures and allied works,prior to 1.00 L.S. 54540.00

works,pits,trenches etc incl cost of pumping machineries, pipe

lines,labours diesel/ electricity/ DG set, etc complete.

Rupees Two Crore Sixty Lakh Thirty Nine Thousand Fifty Two and Paise Seven only

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the estimated rate

mentioned above. Amount of my /our tender works out as under.

* Estimated Amount…............... * Estimated Amount

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

Deduct……..……..% Belowe Rs…………..….……. Add……..……..% Above Rs…………..….…….

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

Note :- (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.

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

Note :- (3) GST and Income tax TDS will be deducted at a source while making payments of bills

Note :- (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.

Signature of Contractor

Amount Rs.312317.1 of Dismentalled materials Shall be Recovered from 1st RA Bill of Contractor at

Deputy Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division