MMGSY

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

NORMAL/2025-26/P.NO.5.4 Ta. Vallabhipur 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 in all sorts of soil and soft Murrum 47.30 One 137.32

including conveying and spreading the suff embankment as and Cum

where directed within 200 meters from the end of the cutting

with all required lead and lift.

2 WBM Grading 2 Providing, laying, spreading and compacting 313.80 One 1463.31

stone aggregates of 63 to 45mm sizes to water bound macadam Cum

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 6205.30 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 6062.20 One 162.17

with all lead and lift. Excluding watering and consolidation Cum

From borrow area withinecessary lead and should have CBR not

5 Excavation for foundation upto 1.5 m depth including sorting 386.00 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 295.90 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 2294.60 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

8 Excavation of foundation in hard murrum and boulders and very 530.60 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 471.50 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-150 745.40 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 786.40 One 3362.24

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

incl. Formwork, vibrating, ramming and curing complete.

12 Providing and casting in situ controlled cement concrete M-200 1463.10 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

13 Providing and casting in situ Controlled cement concrete M 250 284.60 One 5294.73

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

finishing complete.

14 Providing and casting in situ Contolled cement concrete- M-200 359.60 One 5320.24

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

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

joints with bitumen complete.

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

for Approach slab including formwork, curing and finishing Cum

16 Providing and casting in situ Controlled cement concrete- M-200 18.80 One 4886.91

Kerb/Kerb blocks including formwork,curing and finishing Cum

17 Providing and laying weep hole in Abutments and returns by 819.00 One 62.93

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

jointing the complete as per detailed specification

18 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.

19 Providing and laying in Position FE 500D TMT bar reinforcement 11.200 One 73858.69

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

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

20 Providing and Fixing in position FE 500D TMT bar reinforcement 78.510 One 73243.01

including (testing of coating at plant and all taxes) cutting, MT

bending, hooking, and tying complete as per detailed drawaing

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

21 Providing Pre-moulded asphalt filler joints as per drawings.(A) 85.80 One 703.52

22 Providing G.I. 100mm. Diameter water spouts including 96.00 One 536.02

necessary iron gratings as per drawings. No

23 Providing flood gauge marks on sub structure as per design 37.50 One 160.06

including painting complete Sqm

24 Filling available excavated earth (excluding rock ) in trenches 818.10 One 137.47

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

depth consolidating each deposited layer by ramming and

25 Supplying and fixing reinforced concrete heavy duty nonpressure 97.50 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

26 Supplying and fixing reinforced concrete heavy duty nonpressure 30.00 One 5602.09

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)1200mm. Dia With 50 km lead

27 Dismantling the existing structure including removing and 478.70 One 418.96

stacking the dismantled materials as and where directed. Rubble Cum

28 Dismantling the existing structure including removing and 530.80 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

29 Dismantling C.I. Pipes G.S.W. Pipes and A.C Rain water pipes 45.00 One 78.49

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

lead and lift (for any dia of pipe)

30 Providing parapet of ordinary cement concrete M-200 as per 227.40 One 1089.66

detailed drawing with necessary reinforcement including, Rmt.

shuttering, laying vibrating and finishing to line and level

complete. (ii) Cast in situ

31 Providing and casting in situ Controlled Cement Concrete M-200 537.20 One 4640.23

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

laying, vibrating ramming of curing complete.

32 "W" Metal Beam Crash Barrier Providing and erecting a "W" 315.00 One 3723.46

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

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

ISMC series channel vertical post, 150x75x5mm spread 2m center

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

and fitmwnts 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,

mm long complete.

33 Providing and fixing Flood guage post mark of 'C' angle size 6.00 One 1144.33

100mm x 50mm x 6mm thick of length 2.00 Mt. height fixed in No

head wall 0.50 mt. and 1.50mt. Out side with painting and

lettering with radium color as directed.

34 Cautionary warning sign:-Providing & Fixing sign boards made 2.00 One 3808.65

out of 2mm. alluminium sheet size 90x90x90cms. equilateral No

triangle as per design of IRC-67-1977 Pretrated with phospheting

process & acid atching : coated with one coat of apoxy primer

and two coats of best quality epoxy paint, reflectrorised with

retro reflective sheeting as per latest MOSTspecifications. 3.1mt.

lomg stand post & frame fabricated from suitable size iron angle

of 35x35x3 mm., 75x75x6mm. required paited with best quality

epoxy coatings in black and white bends, the detail of symbols for

each board shall be as per the instruction of the engineer in

charge. The fixing at site shall be in C.C. 1:2:4 block of size

45x45x60 cms for each leg, incl. excavation,curing etc.

comp.under the supervision of Engineer - in charge.

(A) Engineer Grade

35 Informatory Signs:-Providing and fixing sing boards made out of 4.00 One 3856.89

2mm aluminium sheet; size 80 x 60cms. rectangle as per the No

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

36 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

37 Providing temporary all weather and fair weather diversion 690.00 One 2338.22

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

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

for traffic etc.

Three Crore Forty Six Lakh Fifty Thousand Eight Hundred Forty Three Rupees And Fifteen Paisa

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow 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 142905.23 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