Repairing of Rain Damages Occurred in kachchh Branch canal 65.759 km to 82.300 km And Its Network for the year 2026-27

Dismantling the R.C.C. work and

disposing off the stuff including stacking

1 of the useful materials etc. complete as Cum 269.986 1732.80

directed.Light Reinforcement ( Main bar

upto 16 mm. dia. )

Excavation for foundation in all sorts of

soil including yellow sandy gravelly soils

,soft & hard murrum etc. in dry condition

including depositing the excavated stuff in

uniform layers in banks or as and where

directed etc. complete for lead up to 500m

and all lift. (BY MACHINERY) (b) Including

dewatering.

Providing & Laying in position "DESIGN

MIX" cement concrete using cement sand

and crushed aggregate for C.C./ R.C.C

work by "FLORI" including necessary

formwork, centering, scaffolding,

compaction by vibrator, curing as directed

with all lead & lift etc complete without

dewatering and excluding the cost of steel

reinforcement.(a) Concrete grade M-15

and MSA-20 mm

For Column / Beam / Solid Slab of Road

4 Bridge / Barrel / Cutoff wall etc.(q) Cum 186.770 5642.00

Concrete grade M-25 and MSA-20 mm

For Parapet wall of Road Bridge /

5 Structure. Cum 5.887 8023.00

Providing & Placing in position

reinforcement bars including cutting,

6 bending, welding joints where necessary, MT 14.449 71366.00

hooking etc. complete as per drawing for

all lead and lifts.(A)TMT / CRS (FE 500 D)

Backfilling the foundation trenches

7 excavated stuff including watering, Cum 436.871 36.90

ramming, compacting etc. complete. (By

Machinery)

Earth work in embankment from borrow

pits in all sorts of soil and soft murrum or

other suitable strata as directed including

breaking the clods and dressing to the

design sections including cutting the

proud section with lead as under and all

lift including site clearing etc. complete.

(A)For All Canal Capasity

Extra Lead Charges For each additional

km lead or part thereof beyond 1.0 km and

9 upto 5.0 km for embankment work Cum 51.00

including all lifts etc.complete.

Compaction of earthwork in embakment in

uniform layers of optimum moisture

10 content to require dry density including Sqm 8.42

watering, ramming manually etc complete

Trimming of the canal section manually

for preparing sub grade for laying cement

concrete (C.C.) lining in all sorts of soil

and murrum including watering and

compacting bed etc. complete.

Providing & laying 7.5 cms thick cast in

situ C.C. 1:2:4 grade with the use of

crushed aggregates for canal lining works

incl. use of all equipments, scaffolding,

centering form work etc. with finishing as

required to the exposed surface, making

asphalt joints as directed and watering

and curing (without sleepers) with all lead

& lifts etc. complete. 7.5 cm thick lining in

bed & Slope

Providing and laying plain/ reinforced

cement concrete lining of Nominal Mix M-

15(MSA-20 mm) in bed, side slopes and

curvature including mixing, transporting,

13 placing, vibrating, smooth finishing,

curing including dewatering where

required. (MANUALLY WITH

CONVENTIONAL MIXER)

15cm Thick Lining in bed/Slope with

water curing

Providing diversion of road during

construction and maintenance of the same

14 till completion of structure including red Km 0.050

signal.(a) For cart track or V.R

Providing and laying plain/ reinforced

cement concrete lining of Nominal Mix M-

15(MSA-20 mm) in bed, side slopes and

curvature including mixing, transporting,

placing, vibrating, smooth finishing,

curing including dewatering where

required. (MANUALLY WITH

CONVENTIONAL MIXER)

12.5cm Thick Lining in Slope with water

Clearing silt from canal /drain bed by

digging the same to the required bed level

and gradiant incl. depositing the

excavated earth regularly inspoil bank for

utilising the same fo rpreparing the bund

after breaking clods as

and where directed for lead upto

200m&lift up to 3 m as under (excluding

weed cutting).

(b) For canal 20 to 250 Cusecs. cmt 6387.934 177.50

(a) For canal below 20 Cusecs. cmt 2150.398 147.90

Dismantling the C.C. lining including

including disposing off the dismentalled

17 materials as directed etc. complete.A-11(b) Sqm 6197.429 86.50

7.5 cm thick lining.

Dismantling the C.C. lining including

including disposing off the dismentalled

18 materials as directed etc. complete. Sqm 926.950 115.50

A-11 10 cm thick lining

Repair and Test for 1 joint for GRP Pipe

line After the Laying Pipe leakage found

then repair on site Calculation including

cost repair, Desilting, Dewatering and

19 Excavation work etc. complete as directed Nos 10.000 16541.00

(a) 250 mm -500mm Dia.

(b)600mm -1100mm Dia. Nos 10.000 21594.00

/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

(A) For Item Rate Tender (For aboveINR 50 Cr.):

ItemN Description of Item Quantity Unit Rate Amount

o (with brief

specificationandreferen In In

cetobookofspecification figures Words

(A)TotalTenderedAmount

(B)Rebateonabovetenderedamount(ifany)%(infigure)………………………………

(inwords)………………………………………………….………………………………………………...

(C)NetTenderedAmount(A-B)(infigure)………………………………

(inwords)………………………………………………….………………………………………………...

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 perGovt.

G.R.: CE(QC)/PB/Mix Design/04/2024 Date:20/01/2024 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 itemat

the rate of input rate mentioned in all the tender.