BLP Year 2026-27. (Package No.36) Construction of Inspection/Observation Steel Work platfrom for Various Major and Minor bridge in Mahuva and Ambika taluka Dist. Surat.

It. Rate In

Specification and reference to book of Quantity Unit Amount

No. Figures

specifications)

1 Steel work, welded in built up sections 1511.70 Qtl. 9108.48

framed work including, cutting, hoisting,

fixing in position and applying a priming coat

of red lead paint. (A)In beams and joists,

channels angles Tees, flats, with connecting

plates or angle cleats as in main and cross

beams. Hip and jack rafters, purlins

conneted to common rafters and the like

2 Painting two coats (excluding priming coat) 6141.80 Sqmt 92.20

on new steel and other metal surface with

enamel paint, brushing, interior to give an

even shade including cleaning the surface an

even shade including cleanicn the surface of

all dirt, dust and other foreign matter.

3 Shear connectors:- Drilling holes into 3283.00 Nos 1266.54

existing concrete substrate for anchoring

of new anchoring rebars with 16 mm dia

shear connectors at as per drawing and

for additional rebar provision and fixing with

chemical anchor lokfix of Fosroc make /

Master flow 935 of BASF make / Hilti Hy200

/ Fischer. Drilling hole diameter: 4 mm

larger to rebar dia drilling depth: min

times the rebar dia including cleaning,

cutting, fabricating, chemical, tools,

tackles etc. completed as directed by EIC..

Material: - chemical anchor lokfix E77 of

Fosroc make / Master flow 935 of BASF

make / Hilti Hy200 / Fischer or equivalent

for 16 mm dia bar.

4 Providing and casting in-situ controlled 26.00 Nos 33186.58

cement concrete of M-35/M-40 grade for

RCC works in pier cap, abutment cap, dirt

wall, bed rock/pedestals and repair works,

including preparation of existing concrete

surface and application of approved epoxy

bonding agent having minimum 7-day shear

strength 20 N/mm², flexural strength

N/mm² and compressive strength 50 N/mm²,

and providing and fixing 20 mm dia shear

connectors/anchoring rebars at 1.50 m c/c

or as per drawing by drilling holes in existing

concrete, hole dia 4 mm larger than rebar

dia and depth min. 10 times rebar dia,

including cleaning and chemical anchoring

with Fosroc Lokfix E77/MasterFlow 935/Hilti

HY-200/Fischer or equivalent, additional

reinforcement, centering, shuttering,

scaffolding, laying, vibrating, curing,

finishing and all allied works, complete in all

respects as directed by the Engineer-in-

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

Net Rs. …………………….… Total Rs. ………….…….................

In words ………………….……………………………. In words ………………….……………………….

*( 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.

Deputy Executive Engineer Executive Engineer

Panchayat ( R & B) Sub Division Panchayat (R & B) Division

Mahuva Surat

Signature of the contractor