MMGSY

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

NORMAL/2025-26/P.NO.5.6 Ta.Vallabhipur-Umrala Dist.Bhavnagar

BILL OF QUANTITIES

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

Quantity Unit Amount

No. book of Specification) Figures

1 Earthwork in cutting including preparing the slope and camber 247.50 One 266.77

and stacking or utilising the cutting stuff in bank as directed upto Cum

200 Meters from the end of cutting with all lead and lift.(i) Hard

2 WBM Grading 2 (By Manual Means)Providing, laying, spreading 209.60 One 1500.93

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 density.

3 Rolling of earthwork in layers with power roller including filling 3784.50 One 23.17

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

work as directed.

4 Earth work for embankment including breaking clods, dressing 4351.10 One 161.67

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

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

less than 6.00%.

5 Excavation for foundation upto 1.5 m depth including sorting 501.10 One 259.93

out and stacking of useful materials and disposing of the Cum

excavated stuff upto 50 mtr lead. Dense or hard soil.

6 Excavation for foundation upto 1.5m depth including sorting out 262.10 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

7 Excavation for foundation in sand, gravel, clay soft soils and 1507.20 One 523.28

murrum etc. including shoring, strutting dewatering as necessary Cum

and disposing of the excavated stuff as directed.(A) Depth upto

3.00mt and lead upto 100m for 10 Cum

8 Excavation of foundation in hard murrum and boulders and very 455.00 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.

9 Providing and laying rubble for apron (Each stone weighting not 284.60 One 1092.51

less than 40kg) including and packing and filling in the interstices Cum

with quarry spalls.

10 Providing and casting in situ ordinary cement concrete M-150 950.10 One 3938.30

mix 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

11 Providing and filling in foundation with ordinary cement 558.20 One 3362.24

concrete M-100 mix and providing necessary vertical pin headers Cum

incl. Formwork, vibrating, ramming and curing complete.

12 Providing parapet of ordinary cement concrete M-200 as per 166.30 One 1089.66

detailed drawing with necessary reqinforcement including Rmt.

shuttering laying vibrating and finishing to line and level

complete (ii) cast in situ.

13 Providing and casting in situ controlled cement concrete M-200 1120.50 One 5247.04

for 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

14 Providing and casting in situ Controlled cement concrete M 250 176.20 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-200 257.00 One 5320.24

for avarage 75/150 mm thick wearing coat laid as directed Cum

incuding. tamping, vibrating, finishing, curing and filling in

joints with bitumen complete.

16 Providing and casting in situ Contolled cement concrete- M-200 40.50 One 5178.40

for Approach slab including formwork, curing and finishing Cum

17 Providing and casting in situ Controlled cement concrete- M-200 11.30 One 4886.91

Kerb/Kerb blocks including formwork,curing and finishing Cum

18 Providing and laying weep hole in Aburtments, and returns by 791.00 One 62.93

using AC pipe of 100MM including fixing in proper grade and No

jointing the complete as per detailed specification.

19 Providing and laying filter media 600mm. thick directed at the 105.20 One 1268.86

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

specifications.

20 Providing and laying in Position FE 500D TMT bar reinforcement 10.360 One 73858.69

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

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

21 Providing and Fixing in position FE 500D TMT bar reinforcement 53.570 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)

22 Providing Pre-moulded asphalt filler joints as per drawings (A) 71.30 One 703.52

23 Providing flood gauge marks on sub structure as per design 28.00 One 160.06

including painting complete Rmt.

24 Providing G.I. 100mm. Diameter water spouts including 56.00 One 536.02

necessary iron gratings as per drawings. No

25 Filling available excavated earth (excluding rock ) in trenches 1069.80 One 137.47

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

depth consolidating each deposited layer by ramming and

26 Supplying and fixing reinforced concrete heavy duty nonpressure 60.00 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

27 Dismantling the existing structure including removing and 894.00 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

28 Dismantling C.I. Pipes G.S.W. Pipes and A.C Rain water pipes 150.00 One 78.49

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

lead and lift (for any dia of pipe)

29 Providing and casting in situ Controlled Cement Concrete M-200 351.60 One 4640.23

for R.C.C. Raft and cut-off walls including neccesary shuttering Cum

laying, vibrating ramming of curing complete.

30 Providing and erecting a "W" metal beam crash barrier 223.00 One 3723.48

comprising of 3 mm thick corrugated sheet metal beam rail, 70 Rmt.

cm above road/ground level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm spaced 2 m centre to 12 centre,

m high, 1.1 m below ground/road level, 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

mm long complete.

31 Hazard Marker Sign :-Providing and fixing sign boards made out 10.00 One 3518.68

of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite No

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 High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 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 for each board shall be as per the instruction 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 7 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. (B) Class-B Type-4 Retro

Reflective sheeting

32 Providing temporary all weather and fair weather diversion 421.00 One 2314.41

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

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

for traffic etc.

Two Crore Sixty Six Lakh Ninety Three Thousand Four Hundred Nine Rupees And Sixty One 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 264290.61 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

Vallabhipur Bhavnagar