MMGSY

BILL OF QUANTITIES

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

No. book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting rank 0.17 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of Light

2 Box cutting the road surface to proper slope and camber for 431.20 One 112.01

making a base for road work including removing the excavated Cum

stuff and depositing on the road side slopes as directed upto

3 WBM Grading 1 (By Manual Means) Providing, laying, spreading 216.00 One 1690.03

and compacting stone aggregates of 90 to 45mm sizes with Cum

average lead to water 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/bindingmaterials to fill-up the interstices of coarse

aggregate, wateringand compacting to the required density (As

per Technical Specification Clause 404)

4 WBM Grading 2 (By Manual Means) Providing, laying, spreading 82.40 One 1470.17

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

grading (As per Technical Specification Clause 404)

5 Rolling of earthwork in layers with power roller including filling 2292.50 One 23.17

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

work as directed.

6 Earth work for embankment including breaking clods, dressing 2554.00 One 161.67

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

From borrow area within 1.0 Km lead andshould have CBR not

less than 6.00%

7 Excavation for foundation upto 1.5 m depth including sorting out 370.00 One 259.93

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Dense or hard soil.

8 Excavation for foundation upto 1.5m depth including sorting out 290.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

9 Excavation for foundation in sand, gravel, clay soft soils and 880.00 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

10 Excavation of foundation in hard murrum and boulders and very 447.50 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.

11 Providing and laying rubble for apron (Each stone weighting not 100.50 One 1092.51

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

with quarry spalls.

12 Providing and casting in situ ordinary cement concrete M-150 mix 631.00 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

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

No. book of Specification) Figures

13 Providing and filling in foundation with ordinary cement concrete 484.70 One 3362.24

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

Formwork, vibrating, ramming and curing complete.

14 Providing parapet of ordinary cement concrete M-200 as per 109.80 One 1089.66

detailed drawing with necessary reqinforcement including Rmt.

shuttering laying vibrating and finishing to line and level

complete (ii) cast in situ.

15 Construction of concrete road using tremix system with 15cm 300.00 One 7285.50

thick Controlled C.C. M-200 concrete mixing conplast P-211 water Cum

reduction admixure @ 100ml/bag of cement and hardner 62.50ml.

/bag using fixing and removing "C" channels of required road

depth levelling if placed concrte with surface vibrator, finishing

the surface with power floater and towel tight brooming as

directed with providing expantion joints 20x200mm and

contraction joints 20x20mm using concrete cutter machine etc.

16 Providing and casting in situ controlled cement concrete M-200 for 736.40 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)

17 Providing and casting in situ Controlled cement concrete M 250 125.20 One 5294.73

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

finishing complete.

18 Providing and casting in situ Contolled cement concrete- M-20 for 100.40 One 5320.24

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

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

bitumen complete.

19 Providing and casting in situ Contolled cement concrete- M-200 20.30 One 5178.40

for Approach slab including formwork, curing and finishing Cum

20 Providing and casting in situ Controlled cement concrete- M-200 8.00 One 4886.91

Kerb/Kerb blocks including formwork,curing and finishing Cum

21 Providing and laying Weep Hole in Abutments and returns by 462.00 One 62.93

using P.V.C pipe of 110mm. Incl. fixing in proper grade and No

jointing the complete as per detailed specification

22 Providing and laying filter media 600mm. thick directed at the 82.20 One 1268.86

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

specifications.

23 Providing and laying in Position FE 550D TMT bar reinforcement 7.110 One 73858.69

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

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

24 Providing and Fixing in position FE 550D TMT bar reinforcement 44.500 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)

25 Providing Pre-moulded asphalt filler joints as per drawings (A) 12 48.40 One 703.52

26 Providing G.I. 100mm. Diameter water spouts including necessary 36.00 One 536.02

iron gratings as per drawings. No

27 Providing flood gauge marks on sub structure as per design 20.00 One 160.06

including painting complete Rmt.

28 Filling available excavated earth (excluding rock ) in trenches 843.80 One 137.47

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

depth consolidating each deposited layer by ramming and

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

No. book of Specification) Figures

29 Supplying and fixing reinforced concrete heavy duty nonpressure 45.00 One 659.99

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)300mm. Dia.

30 Dismantling the existing structure including removing and 165.20 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

31 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)

32 Providing and casting in situ Controlled Cement Concrete M-200 277.80 One 4640.23

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

laying, vibrating ramming of curing complete.

33 W": Metal Beam Crash Barrier Providing and erecting a "W" metal 100.00 One 3723.56

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.

34 Providing temporary all weather and fair weather diversion 190.00 One 1791.78

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 Ninety Nine Lakh Eighty Eight Thousand Three Hundred Fifty Six Rupees And Sixty 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 43902 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