CONSTRUCTION OF MINOR BRIDGE ON SOYAL APPROACH ROAD OF DHROL TALUKA UNDER BUJ MMGSY YOJANA PACKAGE NO. JAM/ BUJ/ MMGSY/ STR/2025-26/ P-21 TA: DHROL

Name of Work:- Construction of Minor Bridge on Soyal Approach Road of Dhrol Taluka

under BUJ MMGSY Yojana Package No. JAM/ BUJ/ MMGSY/ STR/2025-26/ P-21 TA:

Taluka : Dhrol 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 Excavation for foundation in sand, gravel, 35.00 Cum. 523.28

clay soft soils and murrum etc. including

shoring, strutting dewatering as

necessary and disposing of the excavated

stuff as directed for any lift and depth.

2 Excavation for foundation in hard murrum 81.00 Cum. 625.87

and boulders and very stiff or sticky,

clays and other similar strata including

shoring and strutting and dewatering as

necessary and disposing of the excavated

stuff as directed .

3 Excavation in large boulders and soft 30.00 Cum. 733.62

rock by welding including shoring,

strutting and dewatering as necessary

and disposing of the excavated stuff as

4 Excavation in hard rock by dry-wet 75.00 Cum. 1715.19

blasting and chiselling including

dewatering preparing foundation base by

proper benching and stepping and

disposing of the excavated stuff as

directed.(A) prohibited blasting

5 Providing and fixing mild steel dowel bars 15.00 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

6 Providing and filling in foundation with 64.00 Cum. 3362.24

ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming

and curing complete.

7 Providing & Casting in situ Controlled CC 151.00 Cum. 5217.58

M-200 mix & providing necessary pin

headers including shuttering scaffolding

laying ,Vibrating ,curing & finishing

etc.complete without V-groove (A) Ht.

upto 0.0m to 5.0mt. Etc. comp.

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

specification and reference to book of figure

specifications)

8 Providing and filling trenches of Labour 23.00 Cum. 2986.92

charges Excavator in rocky strata with

ordinary cement concrete M-75

9 Providing and casting in situ controlled 19.00 Cum. 5403.50

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

in pier cap,abutment cap and dirt wall

including controlled cement concrete M-

250 bed blocks or pedstals of required

size below bearings as per detailed

drawings, centering, shuttering,

scaffolding, wherever necessary, laying

vibating, curing and finishing complete.

10 Providing and fixing in position Mild steel 12.00 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.

11 Providing and fixing in position Mild steel 12.00 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.

12 Providing P.V.C. 100 mm diameter 4.00 No. 159.36

water spouts including necessary iron

gratings as per drawings.

13 Providing & laying weep hole in 42.00 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.

14 Providing and casting in situ controlled 65.00 Cum. 5448.95

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

slab including cenetering, scaffolding,

curing and finsiheing complete.

15 Providing and casting in situ controlled 8.00 Cum. 5290.79

cement concrete M-200 for average

mm thick wearing coat laid as

directed dincluding tamping, vibrating,

finishing, curing and fillingin joints with

bitumen complete

16 Providing and casting in situ controlled 15.00 Cum. 5148.94

cement concrete concrete M-200 for

approach slab including formwork

curing and finishing complete.

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

specification and reference to book of figure

specifications)

17 Providing and laying in position FE 500-D 8.80 MT. 73536.86

bar reinforcement including cutting,

bending, hooking and tying complete as

per detailed drawings for the

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

R.C.C. Returns (D) Pier cap,(E) RCC Kerb

(F) RCC Footpath (G) RCC App.Slab (H)

Wearing Coat & Solid slab

18 Providing and laying - Fitter Media 91.00 Sqm. 1268.86

600mm thick directed at the back of

abutments, returns and wing walls as per

detailed specifications.

19 Providing 12mm thick Pre-moulded 15.00 Sqm. 703.52

asphalt filler joints as per drawings.

20 Earthwork for embankment including 1693.00 Cum. 158.55

breaking clods, dressing with all lead and

lift (excluding watering and

consolidation)(B) From Borrow area

within all lead

21 Consructing of granular sub-base Gr-I by 472.00 Cum. 816.08

providing course graded B.T. machine

crushed material satisfying MOST

specification of grading I including

spreading in uniform layer with 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 etc.

22 Providing and laying WBM of machine 472.00 Cum. 1035.25

crushed B.T. metal of size 40mm to

mm in required layers with using 21%

screening material of 6 to 10 mm size and

10 % stone dust as filler including

spreading rolling watering and

consolidatation by vibratory roller etc.

23 Rolling and watering of earthwork in 1693.00 Cum. 23.17

layers with power roller including filling in

depressions which occur during the

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

specification and reference to book of figure

specifications)

24 Providing and casting in situ controlled 605.00 Cum. 5605.50

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.

25 Dismentaling the existing structure 112.00 Cum. 952.51

including removing and stacking the

dismentelled materials as and where

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

26 Providing and casting in situ ordinary 240.00 Cum. 4013.53

cement concrete M-150 mix and providing

necessary pin headers including

shuttering, scaffolding, laying, vibrating.

curing and finishing complete without V-

Grooves. (A) Height from 0.0 to

27 Providing All Time Temporary Diversion 1.00 No. 40400.00

suitable for traffic during the

construction period of the Bridge / Cd

Work by levelling existing ground

including earthwork for embankment and

Supplying and spreading quarry spall in

layer and pipe etc require as engineer in

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

Dhrol. 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,

Dhrol. Jamnagar

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