Construction of Low Level Causeway on Vrajpar to Jashapar Road (VR) Between Km.1/250 to 1/450 Ta.Dhrangadhra , Dist.; Surendranagar

Name of work :- Construction of Low Level Causeway on Vrajpar to Jashapar Road (VR)

Between Km.1/250 to 1/450 Ta.Dhrangadhra , Dist.; Surendranagar. (Under MMGSY-Normal-

BILL OF QUANTITIES

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

No. and reference to book of Specification)

1 Earthwork for embankment including 46.40 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%.

2 WBM Grading-2 20.10 One 1695.98

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 menual means.

3 Rolling and Watering of earthwork with 26.00 One 22.48

vibratory roller including filling in Cum

depression which occur during the process

and as directed.

4 Excavation for foundation upto 1.5m depth 64.20 One 241.79

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (B) Dense or hard soil.

5 Excavation for foundation upto 1.5m depth 51.30 One 412.00

including sorting out and stacking of useful Cum

materials and disposing of the excavated

stuff upto all lead. (C) Hard Murrum

6 Providing and casting in situ ordinary 106.20 One 3799.60

cement concrete M-150 mix and providing Cum

necessary pin headers including shuttering,

scafilding, laying vibrating, curing and

finishing complete Without V-Grooves For

7 Providing and filling in foundation with 26.30 One 3226.63

ordinary cement concrete M-100 mix and Cum

providing necessary vertical pin headers

incl. Formwork, vibrating, ramming and

curing complete.

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

No. and reference to book of Specification)

8 Providing and casting in situ Contolled 20.10 One 4183.48

cement concrete- M-200 for average Cum

75/150mm thick wearing coat laid as

directed incuding. tamping, vibrating,

finishing, curring and filling in joints with

bitumen complete.

9 Providing and laying weep hole in 20.00 One 53.44

Abutment and returns by using PVC pipe of No

100mm. Incl. fixing in proper grade and

jointing the complete as per detailed

10 Providing and laying in Position FE - 0.790 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 etc.

11 Providing and Fixing in position FE- 0.400 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.

12 Filling available excavated earth (excluding 76.00 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.

13 Providing temporary all weather and fair 70.00 One 1135.03

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..

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

No. and reference to book of Specification)

14 Providing and fixing Flood guage post mark 2.00 One 1134.23

of 'C' angle size 100mm x 50mm x 6mm thick No

(in head wall 0.500mt. And 1.50mt. Out side

with painting and lettering with redeum

color as directed.

15 Cautionary Warning Sign : Providing and fixing sign 2.00 One 3808.65

boards made out of 2mm Aluminium sheet size No

90x90x90 cms. Equilateral treangle as per the design of

IRC-67-1977 pre treated with phospheting process and

acid etching coated with one coat of apoxy primer and

two coats of best quality epoxy paint reflectorised

with retro reflective sheeting as per latest MOST

specification 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of

35x35x3mm, 75x75x6mm. as required painted with

best quality epoxy coating in black and white bends

the details of symbole for each board shall be as per

the instruction of Engineer in charge the fixing at site

shall be in 1:2:4 CC block of size 45x45x60cms. for

each leg including excavation curring etc. complete

under the supervision of engineer in charge (A)

Engineering Grade.

Rupees Eight Lakh(s) Thirty Seven Thousand Nine Hundred Seventy Four And

Paise Fifty 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.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Dhrangahdara Surendranagar