Sardar Sarovar Narmada Nigam Limited

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Name of Special Repair to Phulwadi Branch Minor and Steel Aqueduct structure at

Work ch.580 m of Phulwadi Branch minor Ex. Alwa-2 Minor of block No.2 (G.R. No -

42 / 2017 Kasundar Vasahat)

Item No Description of Item (with brief Quantity Uni Rate In Amount

specification and reference to book t figures

of specifications)

'Dismantling the brick lining from

canal/Drain bed and slope including sorting

out and stacking of the useful material on 3277.82 Sqmt. 56.80

site including removing the rubbish etc.

complete as directed.

Trimming of the canal section manually for

preparing sub grade for laying cement

concrete (C.C.) lining in all sorts of soil and 3277.82 Sqmt 44.38

murrum including watering and compacting

bed etc. complete.

Scrapping out the old plaster & cleaning the

surface including racking out the joints 20 594.64 Sqmt 50.49

mm deep etc. complete.

Providing and laying plain/ reinforced

cement concrete lining of M-15 grade in bed,

side slopes and curvature including

Item batching, mixing, transporting, placing,

No. 4 vibrating, smooth finishing, curing including

dewatering where required.

7.5 cm. Thick lining in Bed & Slope (With

Water Curing) (Cement Level 300 kg)

Providing & fixing MS welded mesh of size

as specified below including cutting in

required sizes,fixing in canal prism etc. 1916.96 Sqmt 95.50

completed as directed.

2.8 mm dia of 100 mm x 100 mm

Earth work in embankment using selected

soil, soft & hard murrum excavated from

approved borrow area / village tanks etc.

Including conveying, spreading in uniform 838.91 Cum 62.50

layers, breaking clods and dressing to the

designed canal section etc. with lead upto

km and all lift .

Compaction of earth work in embankment in

uniform layers at optimum moisture content

to required dry density including watering 838.91 Cum 7.37

with hand compaction etc. complete. (as and

where required).

Dismentalling the existing brick masonry

including sorting out and satacking the

useful materials and renoving the debries 16.38 Cum 656.36

and making good the damage etc. complete

as directed. (Cement Mortar)

Dismentalling the existing foundation

concrete including the dismentalled stuff

including sorting out and satacking the 2.52 Cum 1009.78

useful materials andrenoving the debries

and making good the damage etc. complete

(a) In cement concrete

Providing & laying plain / reinforced

ordinary portland cement concrete of

various grades with cement, sand, and

coarse aggregates including centering,

shuttering, batching, mixing, transporting,

placing, vibrating, smooth finishing, curing 13.56 Cum 3869.00

etc. complate. ( MANNUALLY WITH

CONVENTIONAL MIXER ) (EXCLUDING

(ii) M 10 grade.(Cement level-220 kg)

(B) Raft, Bottom slab of barrel, bottom slab

Item of sump, approach slab and chute floor slab,

( I ) M 15 grade.(Cement level-300 kg)

Providing and laying burnt brick masonary

for super structure with ordinary portland

cement mortar 1:5 proportion including 33.50 Cum 4719.38

providing scaffolding racking out joints

curing etc. complete for all leads and lifts.

Providing cement plaster in thickness and

proportion as under including, smooth

finishing, curing, scaffolding etc. complete

Item No - 12 156.84 Sqmt 177.66

for all leads and lifts.

Cement mortar 1:3 proportion.

( b ) 12 mm thick.

Excavation for foundation in all sorts of soil

including yellow sandy gravelly soil, soft &

hard murrum etc. including depositing the

Item No - 13 excavated stuff in uniform layers in banks or 81.90 Cum 74.55

as and where directed etc. complete for lead

upto 1 km and all lift. (By machinery)

(a) Above water table

Back filling the foundation trenches around

the structures etc with selected excavated

Item No - 14 31.05 Cum 26.70

stuff including watering, ramming,

compacting etc. complete.

'Providing 230 mm thick pucca rubble

pitching in C.M. 1:5 proportion over 10mm

bedding of same mortar with the surface

Item No - 15 1646.00 Sqmt 658.75

pointed with cement mortar of 1:3

proportion etc. complete for all leads and

Clearing silt/ deris form the pipe type Csy/

Box type CSY/ Pipe Drain/ Drainage Syphon

for drain/ Canal by Digging the same

Item No - 16 including depositing the excavated earth 4.31 Cum 546.25

debris etc. for all lead and lift.

(A) For Dry condition ( Up to 900 mm dia

'Providing, Supplying , Laying & Lowering

and Clamping standard length ISI mark

high density Polyethylene H.D.P.E. Pipe as

per IS 4984:2016 – Material and specials of

following class and diameter Jointing By

butt fusion welding method including cost of

all local and central taxes, transportation,

freight charges octroi, irepection charges,

loading, unloading, conveyance to the site of

works at all level including cost of labour,

material, giving satisfactory hydraulic

testing etc. comp.

Pipe- 630 mm (O.D)

'Steel work, welded in built up sections

framed work including cutting, hoisting,

fixing in position and applying a priming

coat of red lead paint. (A)In beams and

Item No - 18 joists, channels angles Tees, flats, with 50.68 Q 11646.00

connecting plates or angle cleats as in main

and cross beams. Hip the like and jack

rafters, purlins connected to common

rafters on Existing Steel truss Aqueduct.

'Applying priming coat and Painting two

coats over Existing Aqueduct Structure with

Size of 1.15 × 1.20 m including preparing

the surface by throughly cleaning, oil,

Item No.19 396.63 Sqmt 158.00

grease, dirt and other foreign matter and

scoured with brushes fine steel wood,

scrapers and sand paper with ready mixed

priming paint brushing red lead.

'Providing temporary motarable service

road during construction including cleaning

Item No.20 the site in 7 m width, cutting undulations, 1.50 Km 13679.95

filling depressions, watering & maintaining

the same etc. complete.

Removing of existing pipeline incl. removal

of specials, valves jointing material

including carting and stacking of removed

material from site of work to the

Item No.21 35.00 Rmt 120.00

department store as directed excl.

excavation and refilling

RCC/Pre-stressed concrete pipes -Dia.

'Providing and fixing in position canal data

boards of standard size 1.20 m x 0.90 m

with M.S. angle 40mm x 40mm x 6mm with

Item No.22 3mm thick iron plate, 3 m height in 1:5:10 2.00 Nos 4531.55

proportion concrete block size 40cm x 40cm

x 75 cm including painting existing data on

the board etc. complete as directed.

Total amount without GST

Total amount without GST

I/We am/are willing to carry out 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 Add………% Above

In words In words

(B) For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book of In In

specifications) fipgur Words

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ………………………………

(C)Net Tendered Amount (A-B) (in figure) ………………………………

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 Standard Cement Consumption will be considered as per

મુ.ઈ.(ગુ.િન.)/પીબી/મી ડઝાઈન/૪તા.૨૦.૦૧.૨૦૨૪(Refer. Annexure - A),therefore in R.C.C. items where

there is a change as per actual mix design the cost of difference of cement consumption shall

be deducted from the rate of original item at the rate of “*Rs. 5234.00 – as per R & B

Bharuch District Civil SOR for year 2023-24” in all the tender.

Note: If the bidder submits bid above/below the estimated rate put to tender, the *rate

of cement shall be adjusted accordingly.