MMGSY

Name of work :- Construction of Box Culvert on Mahuva Katpar Bhavani Road (MR) Ta.Mahuva

, Dist.; Bhavnagar. (Under MMGSY-Normal-2023-24)

BILL OF QUANTITIES

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

1 Excavation of foundation in Sand graval caly 366.30 One 486.76

soft soil and murrum etc. including shoring, Cum

struting dewatering as necessary and

disposing of the excavated stuff as directed.

Depth upto 3.00mt.

2 Excavation of foundation in hard murrum 140.60 One 582.21

and boulders and very stiff or sticky clays Cum

and other similar strata including shorting

out and struting and dewatering as necessary

and disposing of the excavated stuff as

3 Providing and laying rubble for apron (Each 88.70 One 1041.04

stone weighting not less than 40kg) including Cum

and packing and filling in the interstices with

4 Providing and filling in foundation with 84.50 One 3245.56

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers incl.

Formwork, vibrating, ramming and curing

5 Providing parapet of ordinary cement 35.40 One 1057.87

concrete M-200 as per detailed drawing with Rmt.

necessary reqinforcement including

shuttering laying vibrating and finishing to

line and level complete (ii) cast in situ.

6 Providing and casting in situ Controlled 256.50 One 5078.31

cement concrete M-200 for R.C.C. work in Cum

Piers, abutment, returns and riding returs as

per drawing including centering, shuttering,

scafolding where neccesary laying, vibrating

curing and finishing complete (A) For all

7 Providing and casting in situ Controlled 102.30 One 4507.16

Cement Concrete M-250 for R.C.C. Raft and Cum

cut-off walls including neccesary shuttering

laying, vibrating ramming of curing

8 Providing and casting in situ Controlled 41.70 One 5130.68

cement concrete M 250 for R.C.C. Solid slab Cum

including centering, scaffolding, curing and

finishing complete.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

9 Providing and casting in situ Contolled 26.80 One 5187.83

cement concrete- M-200 for average Cum

75/150/200mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

10 Providing and casting in situ Contolled 8.10 One 5046.00

cement concrete- M-200 mix for Approach Cum

slab including formwork, curing and

finishing complete.

11 Providing and casting in situ Controlled 2.70 One 4766.55

cement concrete- M-200 mix for kerbs/Kerb Cum

blocks including formwork,curing and

finishing complete.

12 Providing and laying weep hole in Abutment 98.00 One 58.53

and returns by using A.C pipe of 100mm. No

Incl. fixing in proper grade and jointing the

complete as per detailed specification.

13 Providing and laying filter media 600mm. 34.50 One 1180.33

thick directed at the back of abutments, Sqm

returns and wing walls as per detailed

specifications.

14 Providing and laying in Position FE - 0.810 One 73217.52

500/500D TMT bar reinforcement including MT

cutting, bending, hooking and tying complete

as per detailed drawings for the following (A)

Piers (B) Abutments (C) Returns (D) Walls

15 Providing and Fixing in position FE- 12.570 One 72601.86

500/500D TMT bar reinforcement including MT

cutting, bending, hooking, and tying

complete as per detailed drawaing (A)RCC

kerb (B) RCC Footpath (B) RCC Solid Slab/

App. Slab / Wearing coat.

16 Providing 12mm. Thick Pre-moulded asphalt 19.40 One 702.12

filler joints as per drawings Sqm

17 Providing G.I. 100mm. Diameter water 12.00 One 536.02

spouts including necessary iron gratings as No

18 Providing flood gauge marks on sub 5.40 One 148.89

structure as per design including painting Rmt.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

19 Filling available excavated earth (excluding 140.60 One 130.39

rock ) in trenches plinth sides of foundation Cum

etc. in layers not exceeding 20cm in depth

consolidating each deposited layer by

ramming and watering.

20 Dismantling the existing structure including 93.60 One 886.05

removing and stacking the dismantled Cum

materials as and where directed. RCC Work.

21 Dismantling G.I. Pipes G.S.W. Pipes and A.C 30.00 One 73.02

Rain water pipes with fitting and clamps Rmt.

including stacking the materials with all

lead and lift (for any of pipe)

22 Providing temporary all weather and fair 58.00 One 1395.82

weather diversion suitable for traffic during Rmt.

the construction period of the bridge / Slab

drain including providing necessary drains

and all safety measures including red lamps

/ signals at night for traffic etc. complete..

23 Providing and erecting a "W" metal beam 30.00 One 3710.53

crash barrier comprising of 3mm thick Rmt.

corrugated sheet metal beam rail, 70cm above

road/ground level, fixed on ISMC series

chanel vertical post, 150x75x5mm spaced 2m

center to center, 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

metal beam rail to be fixed on the vertical

post with a spacer of chanel section

150x75x5mm, 330mm long complete.

24 Earthwork for embankment including 569.10 One 150.38

breaking clods, dressing with all lead and lift Cum

(Excluding watering and consolidation) (A)

Selected soil should be From borrow area

with all lead and lift and should have CBR

not less than 6.00%.

Item Description of Item (With brief specification Quantity Unit Rate Amount

No. and reference to book of Specification)

25 WBM Grading-2 20.70 One 1018.53

Providing, laying, spreading and compacting Cum

stone agg. Of 63mm to 45mm size to water

bound macadam specification including

spreading in uniform thickness, hand

packing, rolling with smooth wheel roller 80-

100 KN in stage to proper grade and camber,

applying and brooming, stone

screening/binding material to fill-up the

intersties of coarse agg., watering and

compacting to the required density grading-2

as per Technical Specification Clasue.405 By

26 Rolling and Watering of earthwork with 428.60 One 22.48

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

Rupees Forty Two Lakh(s) Eighty Five Thousand Eight Hundred Forty Nine And

Paise Twenty Five Only

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.29086.02 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.