Construction of Causeway Work between Kharachiya (Hanu) Village to Gondal Highway Gate Taluka : Jasdan Dist. Rajkot

Name of work:- Construction of Causeway Work between Kharachiya (Hanu) Village to Gondal

Highway Gate Taluka : Jasdan Dist. Rajkot

Taluka:- Jasdan Dist : Rajkot

Item Item of Work Quantities Estimated Tendered Total Amount

Item Item of Work Quantities Estimated Tendered Total Amount

No. may be more or less In Figures according to

1 Excavation for foundation upto 1.5 M. depth 52.00 Cum 265.97

including sorting out and stacking of ouseful

materials and disposing of the excavated stuff upto

all lead. ( B ) Dense or Hard soil

2 Excavation for foundation upto 1.5 M. depth 32.00 Cum 453.20

including sorting out and stacking of ouseful

materials and disposing of the excavated stuff upto

all lead. ( C ) Hard murrum

3 Providing and filling in foundation with ordinary 24.00 Cum 3359.92

Cement concrete M-100 mix and providing

necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

4 Providing and laying in position FE 500D bar 0.35 MT 73858.69

reinforcement including cutting, bending, hooking

and tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C.

5 Providing & casting in situ ordinary cement 74.00 Cum 3935.98

concrete M-150 mix and providing necessary pin

headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-

Groves.(A) Height from 0.0 M. to 5.0 M.

6 Supplying and fixing reinforced concrete heavy 30.00 Rmt 3469.25

duty non- pressure pipes with collars for culverts

carrying heavy traffic as per IS 458-1991

specifications including setting the pipes in

C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(v)

7 Earthwork for embankment including breaking 33.00 Cum 165.42

clods, dressing with all lead and lift (excluding

watering and consolidation)(C) From Borrow area

within 1.0 Km.lead

8 Filling available excavated earth (excluding rock) 84.00 Cum 137.47

in trenches. plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth consolidating

each disposited layer by ramming and watering.

9 Rolling of earthwork in layers with power roller 117.00 Cum 23.41

including filling in depressions which occur during

the process and Watering of earth work as directed.

10 Water Bound Macadam Grading-II (By Manual 12.00 Cum 1330.35

Means) Providing, laying, spreading and

compacting stone aggregates of 63 to 45mm size 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/ binding materials to fill

up the interstices of coars aggregate, watering and

compacting to the required density.

11 Providing and fixing in position FE 500D TMT bar 1.14 MT 73243.01

reinforement including cutting, bending and tying

complete as per detailed drawings. (A) R.C.C.

Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approch

slab.(D) Wearing Coat.

12 Providing and casting in situ ordinarycement 63.00 Cum 4316.23

concrete M-200 for average 75 mm thick wearing

coat laid as directed including tamping ,vibrating,

finishing, curing and filling in joints with bitumen

Rupees Nine Lakhs Twenty One Thousand Two Hundred Ninty & Paise Fifty One Only

I/we am / are willing to carry out the work at % above / below the estimated rates (percentage

should be written in words and figures % above / below) the estimated rates as mentioned

above. Amount of My / Our tender works out as under

1) Estimated amount put to Tender : Rs. 9,21,290.51 1) Estimated amount put to Tender : Rs.

2) Deduct % below Rs. . 2) Add % Above Rs. .

3) Net Amount of Tender Rs. . 3) Total Amount of Tender Rs.

3) Net Amount of Tender Rs. . 3) Total Amount of Tender Rs.

4) In words Rs. 4) In words Rs.

* (Please strike out whichever is not applicable)

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.

Deputy Executive Engineer

Panchayat (R&B) Sub Division

Signature of the Executive Engineer :