Construction of Minor Bridge on Chandraga Karana Road between Ch. 0/0 to 0/200 VR NP )of Jamnagar Taluka Under BUJ MMGSY Yojna Package No. JAM/ BUJ/ MMSGY/STR /2025-26/P-20

Name of Work:- Construction of Minor Bridge on Chandraga Karana Road between Ch. 0/0 to

0/200 VR NP )of Jamnagar Taluka Under BUJ MMGSY Yojna Package No. JAM/ BUJ/

MMSGY/STR /2025-26/P-20

Taluka : Jamnagar. Dist: Jamnagar.

BILL OF QUANTITIES

Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

1 Dismentaling the existing structure 138.00 Cum. 952.51

including removing and stacking the

dismentelled materials as and where

directed. (A) R.C.C. work

2 Excavation in large boulders and soft 105.00 Cum. 733.62

rock by welding including shoring,

strutting and dewatering as necessary

and disposing of the excavated stuff as

3 Excavation in hard rock by dry-wet 144.00 Cum. 1715.19

blasting and chiselling including

dewatering preparing foundation base by

proper benching and stepping and

disposing of the excavated stuff as

directed.(B) prohibited Blasting. work.

4 Providing and fixing mild steel dowel bars 87.00 Rmt. 450.06

of minimum 32mm dia. for anchoring by

drilling holes in foundation strata

including necessary bending, hooking of

dowel bars and grouting the holes

complete as per detailed drawing and as

5 Providing and filling foundation with 148.00 Cum. 3732.29

ordinary cement concrete M-150 mix and

providing necessary vertical pin headers

including formwork, vibrating ramming

and curing complete.

6 Providing and filling foundation with 144.00 Cum. 4102.33

ordinary cement concrete M-200 mix and

providing necessary vertical pin headers

including formwork, vibrating ramming

and curing complete.

7 Providing and filling trenches of Labour 19.00 Cum. 2986.92

charges - Excavator in rocky strata with

ordinary cement concrete M-75

8 Providing & casting in situ ordinary 290.00 Cum. 4308.34

cement concrete M-200 mix and providing

necessary pin headers including

shuttering, scaffolding, laying, vibrating,

curing and finihsing complete without V-

groves A) Height from 0.0 to 5.00 mt.

9 Providing & laying weep hole in 82.00 No. 88.75

Aburtments, and returns by using A.C.

pipe of 100mm including laying in proper

grede and jointing the completed as per

detailed specification.

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

10 Providing and casting in situ ordinary 33.00 Cum. 4814.20

cement concrete M-200 for R.C.C. works

in pier cap abutment cap and dirt wall

including controlled cement concrete M-

250 Bed block or pedestal or required

size below bearings as per detailed

drawings, centering, shuttering,

scaffoldiring, wherever necessary, laying

vibrating curing and finishing complete.

11 Providing and fixing in position Mild steel 18.00 No. 341.28

dowel bars in pier caps or abutment caps

for anchorage in fixed end as per detailed

drawings including cutting, bending and

welding complete.

12 Providing and fixing in position Mild steel 18.00 No. 399.69

dowel bars in pier caps or abutments

caps for anchorage in free end as per

detailed drawing including cutting,

bending and welding complete.

13 Providing and casting in situ ordinary 202.00 Cum. 4895.88

cement concrete M-250 for R.C.C. solid

slab including centering, scaffolding

curing and finsihing complete.

14 Providing 12mm Pre-moulded asphalt 27.00 Sqm. 703.52

filler joints as per drawings.

15 Providing and casting in situ ordinary 34.00 Cum. 4461.65

cement concrete M-250 for average

150mm thick wearing coat laid as

directed including temping , vibrating,

finishing, curing and filling in joints with

bitumen complete.

16 Providing and casting in -situ ordinary 80.00 Cum. 4461.65

cement concrete M-250 for kerb/ kerbing

block including form work curing and

finishing complete.

17 Providing and laying in position FE 500D 2.00 MT. 73858.69

TMT bar reinforcement including cutting,

bending, hooking and tying complete as

per detailed drawings for the

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

18 Providing and laying in position FE 500D 33.00 MT. 64071.68

TMT bar reinforcement including cutting,

bending, hooking and tying complete as

per detailed drawings for the

following.(A) Solid slab (B) R.C.C.

footpath (C) R.C.C. approach slab (D)

19 Providing and laying - Fitter Media 75.00 Sqm. 1268.86

600mm thick directed at the back of

abutments, returns and wing walls as per

detailed specifications.

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

20 Providing and fixing Number plate of 1.00 No. 306.14

Marble plate stone of required size set in

C.M. 1:4 including finishing and

engeaving letters etc. completes.

21 Providing G.I. 100mm diameter water 18.00 No. 536.02

spouts including necessary iron gratings

as per drawings.

22 Painting three coats after filling the 217.00 Sqm. 129.93

surface with synthetic enamel paint in all

shades on new plastered concrete

surfaces and as per relevant clauses

including cost of paint etc complete.

23 Providing and maintaining a diversion for 1.00 No. 50500.00

traffic during the work in progress till

completion of work including providing

red lamps and necessary sign board.

24 Earthwork for embankment including 1691.00 Cum. 182.14

breaking clods, dressing with all lead and

lift and including watering 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 all lead

25 Providing and laying compacted WBM 111.00 Cum. 1976.57

150mm thick single layer as per MORTH

specification using machine crushed M.C.

metal of size 45mm to 90mm with using

0.27 Cu.m./ 10 Sqm stone screenings

13.2mm to 10mm nominal size and

binding materials @ 0.08 Cu.m./10 Sq.m.

including spreading in niform thickness,

watering and consolidation with vibratory

roller etc. complete.

26 Providing and laying WBM of 100mm thick 71.00 Cum. 1689.73

machine crushed B.T. metal of size 40mm

to 63mm in required layers with using

21% screening material of 6 to 10mm size

and 10% stone duct as filler including

spreading , rolling , watering and

consolidation by vibratory roller etc

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

27 Providing and casting in situ Ordinary 140.00 Cum. 4749.02

trimix cement concrete M-250 for average

200mm thick road work laid as directed

including adding super platisizer

admixture of IS make and providing and

laying M.S. side rail of road thickness with

necessary nut bolts plates fixing as per

width applying plate vibrator (electric or

diesel) on channel compressor with

vacuum dewatering system by using all

necessary equipments and materials and

machinery such as running screed

vibrator on prelaid M.S. channel for

leveling, Vacume pump, floating and

power towelling etc with filling the joints

with bitumen as directed etc complete.

Amount of my tender work out as under

I / We am/are willing to carry out the work at ………………………………………….. % above / below Percent

[should be written in figures and words] of the estimated rates mantioned above. Amount of my/our tender

works out as under

Estimated Amount Put to tender: Estimated Amount Put to tender:

Deduct % below Add % above

Net Rs. Net Rs.

In words : In words :

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat (R & B) Division

Jamnagar. Jamnagar.

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Sr. No. Description of Item (With brief Quantity Unit Rs. In Amount

specification and reference to book of figure

specifications)

1 All work shall be carried out as per Public Works Department Handbook and other

specifications of Division or as directed.

2 All the columns is Schedule should be filled in ink and the total of the entries in the last

column should be struck by the contractor under his signature.

3 Rates quoted include clearance of site (prior commencement of work and at its close )

in all respects and hold good for work under all conditions, site, moisture, weather etc.

4 The contractor shall exhibit the board at site of work with the details of works, Tender

amount and specification as per Govt. Circular No. BBG / 3277 / 1657 / N, Dt.26-4-78

and as per G.R.No. TNC -1090-24-C, Dt.18-11-91, as directed by Engineer-in-charge of

the works, exhibit board at site of work, for which contractor is not entitiled for any

5 Contractor shall even " NIL " percentage, if no deduction is offered.

6 One percent of work done amount of this work shall be recovered from the contractor

payment as " Labour Cess " in terms of the Guajarat Govt. gazette extra ordinary dt.

12/12/2004 implementation of building and other construction works.(Regulation of

employment & condition of service act

7 Testing of materials shall be as per statement attched for quality control. The material

shall be tested in GERI bill for the testing charge shall be paid by the Department and

% (One percent) of amount put to tender after deduction of cost of material as per

scheule-A shall be recovered from the contractor's running Bill as per GR of R.& B.

Dept. No.TNC / 1085 / 4 / C Dt. 20-12-91 & modified R.& B. Dept. Circular No.SSR /

Signature of Contractor :

Deputy Executive Engineer Executive Engineer

Panchayat (R & B) Sub Division Panchayat ( R & B ) Division,

Jamnagar. Jamnagar

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