Reti Kankar 2025-26 Const. of Causeway on Various Roads in Songadh Taluka (1) Causeway on Satkashi village Gungla pani toward road (2) Causeway on Malangdev main road to Movalipada toward road Ta.Songadh.

Name of Work:- રેતી કંકર યોજના 2025-26 Const. of Causeway on Various Roads in Songadh Taluka

Package No. [1] Const.of Causeway on Satkashi village Gungla pani toward road Ta.Songadh

Dist.Tapi.[2]Const.of Causeway on Malangdev main road to Movalipada toward road Ta.Songadh

: : BILL OF QUANTITY.' : :

Percentage Rate Tender

It. Description of Item (with brief Specification and Rate In

Quantity Unit Amount

No. reference to book of specifications) Figures

1 Excavation for foundation up to 1.5m depth including 672.00 Cum. 254.36

sorting out and stacking of useful material and

disposing off the excavated stuff as directed by

Engineer in charge with all lead and lift in (2) Dense

2 Providing & filling in foundation with ordinary cement 191.90 Cum. 3326.71

concrete M 100 mix and providing necessary vertical

pin headers including formwork vibrating ramming &

curing complete.

3 Providing flood gauge marks on substructure as per 5.70 Sqmt 164.68

design including painting complete.

4 Providing and laying rubble for appron (each stone 114.00 Cum. 1067.08

weighting not less than 40Kg.) including and packing

and filing in the interestices with quarry-spalls.

5 Providing & casting in situ ordinary cement concrete 721.00 Cum. 3904.76

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 fixing & joining reinforced concret heavy 165.00 rmt 5560.01

duty non pressure pipe with collars for culverts

carring heavy traffic as per IS 458-1991 specification

including setting and joining the pipe in cement

mortar 1:2 watering or laying of class NP-3 1200mm

7 Filling available excavated earth (excluding rock) in 800.00 Cum. 133.65

trenches. plinth, sides of foundations etc. in layers

not exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

8 Filling in foundation and plinth with murrum or 132.00 Cum. 296.29

selected soil in layers of 20 cm thickness including

watering ramming consolidating etc. complete

9 Providing and casting in situ Controlled cement 102.00 Cum. 5280.86

concrete M-200 for average 100 mm thick wearing

coat laid as directed including temping vibra-ting

finishing curring and filling in joints with Bitumen etc

10 Providing and fixing in position FE 500D TMT bar 5.61 M.T. 73243.02

reinforement including cutting, bending and tying

complete as per detailed drawings. (D) Wearing Coat.

11 Providing and fixing Guard stone as per I.R.C. type 98.00 Nos. 350.80

design including white washing etc. complete (II)

Fixing in C.C. 1:5:10

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in

figures and words) of the estimated rate mentioned above Amount of my / our tender works out as under.

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works directed by

the Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess 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 the reisa 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.

Executive Engineer

Signature of the contractor Panchayat (R & B) Division