MMGSY

BILL OF QUANTITIES

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

No. of Specification) Figures

1 WBM Grading 2 (By Manual Means) Providing, laying, spreading 123.40 One 1407.85

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

(As per Technical Specification Clause 404)

2 Rolling of earthwork in layers with power roller including filling 1644.80 One 23.17

in depression which occur during the process. Watering of Cum

earthwork as directed.

3 Earth work for embankment including breaking clods, dressing 1437.00 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 467.00 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 387.00 One 442.90

and stacking of useful materials and disposing of the excavated Cum

stuff upto 50 mtr lead. Hard Murrum

6 Excavation for foundation in sand, gravel, clay soft soils and 515.40 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

7 Excavation of foundation in hard murrum and boulders and very 232.90 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.

8 Providing and laying rubble for apron (Each stone weighting not 63.40 One 1092.51

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

with quarry spalls.

9 Providing and casting in situ ordinary cement concrete M-150 mix 894.00 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

10 Providing and filling in foundation with ordinary cement concrete 263.20 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 57.00 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 411.90 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)

13 Providing and casting in situ Controlled cement concrete M 250 79.40 One 5294.73

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

finishing complete.

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

No. of Specification) Figures

14 Providing and casting in situ Contolled cement concrete- M-200 135.20 One 5320.24

for avarage 75/150 mm 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 8.10 One 5178.40

for Approach slab including formwork, curing and finishing Cum

16 Providing and casting in situ Controlled cement concrete- M-200 5.20 One 4886.91

Kerb/Kerb blocks including formwork,curing and finishing Cum

17 Providing and laying Weep Hole in Abutments and returns by 344.00 One 62.93

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

jointing the complete as per detailed specification

18 Providing and laying filter media 600mm. thick directed at the 41.60 One 1268.86

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

specifications.

19 Providing and laying in Position FE 550D TMT bar reinforcement 7.720 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 550D TMT bar reinforcement 26.230 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)

21 Providing Pre moulded Asphlat Filler Joint as per drawing (A) 26.50 One 703.52

22 Providing G.I. 100mm. Diameter water spouts including necessary 24.00 One 536.02

iron gratings as per drawings. No

23 Providing flood gauge marks on sub structure as per design 14.00 One 160.06

including painting complete Rmt.

24 Filling available excavated earth (excluding rock ) in trenches 970.50 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 50.00 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

26 Dismantling the existing structure including removing and 36.40 One 952.51

stacking the dismantled materials as and where directed. RCC Cum

27 Providing and casting in situ Controlled Cement Concrete M-200 193.20 One 4640.23

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

laying, vibrating ramming of curing complete.

28 W": Metal Beam Crash Barrier Providing and erecting a "W" metal 53.00 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.

29 Providing and fixing Flood guage post mark of 'C' angle size 2.00 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.

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

No. of Specification) Figures

30 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

31 Providing temporary all weather and fair weather diversion 102.00 One 1814.97

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 Thirty Two Lakh Eighty Seven Thousand Eight Hundred Thirty Six Rupees And Eighty Seven

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 4732 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