MMGSY

Name of work:- Construction of Various Structure of Bhavnagar District Pkg.No./RPC-2/BVN/STRC/MMGSY-

NORMAL/2025-26/P.NO.8 Ta. Mahuva Dist.Bhavnagar

BILL OF QUANTITIES

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

No. book of Specification) Figures

1 WBM Grading 2 (By Manual Means) Providing, laying, spreading 96.60 One 1408.49

and compacting stone aggregates of 63 to 45mm sizes to water Cum

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

2 Rolling of earthwork in layers with power roller including filling 701.80 One 23.17

in depression which occur during the process. Watering of earth Cum

work as directed.

3 Earth work for embankment including breaking clods, dressing 651.80 One 161.67

with all lead and lift. (Excluding watering and consolidation) (C ) Cum

From Borrow area within 1.0 Km lead and should have CBR not

less than 6.00%.

4 Excavation for foundation upto 1.5 m depth including sorting out 539.00 One 259.93

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Dense or hard soil.

5 Excavation for foundation upto 1.5m depth including sorting out 460.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

6 Excavation of foundation in hard murrum and boulders and very 621.80 One 625.87

stiff or sticky clays and other similar strata including shorting out Cum

and struting and dewatering as necessary and disposing of the

excavated stuff as directed.

7 Excavation in large boulders and soft rock by wedging including 347.60 One 733.62

shoring, strutting and dewatering as necessary and disposing of Cum

the excavated stuff as directed,

8 Providing and fixing Mild steel dowel bar of minimum 32mm dia. 60.00 One 450.06

For anchoring by drilling holes in foundation strata including Rmt.

necessary bending, hooking of dowel bars and grouting the holes

complete as per detailed drawing and as directed.

9 Providing and casting in situ ordinary cement concrete M-150 mix 1416.90 One 3938.30

and providing necessary pin headers including shuttering, Cum

scafilding, laying vibrating, curing and finishing complete

Without V-Grooves. (A) Height from 0.0 m to 5.0m

10 Providing and filling in foundation with ordinary cement concrete 243.10 One 3362.24

M-100 mix and providing necessary vertical pin headers incl. Cum

Formwork, vibrating, ramming and curing complete.

11 Providing parapet of ordinary cement concrete M-200 as per 58.00 One 1089.66

detailed drawing with necessary reqinforcement including Rmt.

shuttering laying vibrating and finishing to line and level

complete (ii) cast in situ.

12 Providing and casting in situ controlled cement concrete M-200 for 578.60 One 5247.04

R.C.C. Return as per drawings including centering shuttering, Cum

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

13 Providing and casting in situ Contolled Cement concrete M 200 37.60 One 5327.23

for R.C.C. works in pier cap, abutment cap, and dirt wall Cum

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.

14 Providing and casting in situ Controlled cement concrete M 250 136.40 One 5294.73

for R.C.C. Solid slab including centering, scaffolding, curing and Cum

finishing complete.

15 Providing and casting in situ Contolled cement concrete- M-200 117.90 One 5320.24

for avarage 75 mm thick wearing coat laid as directed incuding. Cum

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

bitumen complete.

16 Providing and casting in situ Contolled cement concrete- M-200 31.10 One 5178.40

for Approach slab including formwork, curing and finishing Cum

17 Providing and casting in situ Controlled cement concrete- M-200 7.20 One 4886.91

Kerb/Kerb blocks including formwork,curing and finishing Cum

18 Providing and laying Weep Hole in Abutments and returns by 394.00 One 62.93

using A.C. pipe of 100mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

19 Providing and laying filter media 600mm. thick directed at the 115.00 One 1268.86

back of abutments, returns and wing walls as per detailed Sqm

specifications.

20 Providing and fixing in position Mild steel dowel bars in pier cap 24.00 One 341.28

or abutment caps for anchorage in fixed end as per detailed No

drawings including cutting bending and welding complete.

21 Providing and fixing in position Mild steel dowel bars in pier cap 24.00 One 399.69

or abutment caps for anchorage in free end as per detailed No

drawings including cutting bending and welding complete.

22 Providing and laying in Position FE 500D TMT bar reinforcement 15.690 One 73858.69

including cutting, bending, hooking and tying complete as per MT

detailed drawings for the following (A) Piers (B) Abutments (C)

23 Providing and Fixing in position FE 500D TMT bar reinforcement 16.480 One 73243.01

including cutting, bending and tying complete as per detailed MT

drawaing (A)RCC kerb (B) RCC Footpath (C) RCC App. Slab (D)

24 Providing Pre moulded Asphlat Joint as per drawings (A) 12 mm 29.50 One 703.52

25 Providing G.I. 100mm. Diameter water spouts including necessary 16.00 One 536.02

iron gratings as per drawings. No

26 Providing flood gauge marks on sub structure as per design 6.80 One 160.06

including painting complete Sqm

27 Filling available excavated earth (excluding rock ) in trenches 1794.60 One 137.47

plinth sides of foundation etc. in layers not exceeding 20cm in Cum

depth consolidating each deposited layer by ramming and

28 Supplying and fixing reinforced concrete heavy duty nonpressure 15.00 One 3469.25

pipes with collars for culverts carrying heavy traffic as per IS 458- Rmt.

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.I)900mm. Dia

29 Dismantling the existing structure including removing and 213.10 One 933.16

stacking the dismantled materials as and where directed. RCC Cum

30 Dismantling C.I. Pipes G.S.W. Pipes and A.C Rain water pipes 37.50 One 77.04

with fitting and clamps including stacking the materials with all Rmt.

lead and lift (for any dia of pipe)

31 W": Metal Beam Crash Barrier Providing and erecting a "W" metal 155.00 One 3723.46

beam crash barrier comprising of 3mm thick corrugated sheet Rmt.

metal beam rail, 70cm above road/ground level, fixed on ISMC

series channel vertical post, 150x75x5mm spaced 2m centre to

centre, 1.8m high, 1.1m below ground/road level, all steel parts

and fitments to be galvanised by hot dip process, all fittings to

confirm to IS:1367 and IS 1364, metal beam rail to be fixed on the

vertical post with a spacer of channel section 150x75x5mm,

330mm long complete.

32 Numbering the CD work with approved paint including all 4.00 One 58.80

materials for painting etc. complete. No

33 Providing temporary all weather and fair weather diversion 192.00 One 1761.19

suitable for traffic during the construction period of the bridge Rmt.

/slab drain / Causeway / HPD etc. including all safety measures

for traffic etc.

One Crore Sixty Five Lakh Sixteen Thousand One Hundred Ninety Rupees And Eighty Five Paisa.

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 put as under.

* 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 41763 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

Mahuva Bhavnagar