Lining work of Main Canal and Modernization ,Restoration and Renovation of structures of Khodiyar Irrigation Scheme (CH 8910 To 11246)

It Rate In

specification and reference to Quantity Unit Amount

No figures

book of specifications)

Jungle clearance of specified category

and bushes for canal/dam work as

directed with depositing material etc

1 complete.( Excluding tree of grith 5840.00 Sqm 2.00

above 0.5 mt )

A) Upto 2 year old b) For Medium

Excavation in all sort of strata and

formations incl. depositing the

unuseful excavated stuff as and

where directed incl sorting and

stacking useful materials as directed

upto 30 mt lead etc. complete incl. 29223.82

dewatering.

( Depth 0 TO 3.0 mt )

(For all type canal & foundation

trenches of C.D. works )

A) IN OVERBURDEN INCL. HARD

Prov. & Laying in position Controlled

cement concrete using cement, sand

and crushed aggregate by mass and

machine mix for C.C work in canal

lining incl. necessary formworks

centering scaffolding compaction by

plate vibrator,curing as directed with

all lead & lift etc complete incl

dressing the bed and trimming the

canal section if required and minor

filling with murrum / earth as per

site condition to the correct

profile,incl providing bitumen joints

as per drawing and specified

interval.(Without using paver

machineries.)

d)For 7.50cms thick cast-in-citu

canal lining in M-15 grade of

conc.with MSA-20mm without

Providing & laying in position non

cohesive layers of locally available

4 required finishing & light compaction 24411.00 Cum 145.00

with all lead & lift.

Compaction of earth work in

embankment in layers of 15 to

23 cms at OMC to required dry

5 density incl necessary rolling 24411.00 Cum 25.30

with vibratory rollers of 10 to

tones capacity.

Providing Drone Videography and

6 Photography Before Ongoing and 1.00 Nos. 5000.00

After construction work .

Dismantling stone/brick masonry &

stacking of useful and unuseful

7 material from the dismantled 628.00 Cmt 616.00

materials as directed etc complete.

(a) In cement mortar

Dismantling of RCC work viz. slab,

beam, lintel, barrel, staircase, etc.

including removing the steel from the

dismantled portion without damage

to reinforcement sorting and

stacking of useful and unuseful

material from the dismantled

material as directed etc comp.

Prov. And Laying in position

Controlled cement concrete using

cement, sand and crushed aggregate

by mass and machine mix for

R.C.C/CC work including necessary

9 formworks centering scaffolding

compaction by vibrator,curing as

directed with all lead & lift etc

complete Excluding the cost of

reinforcement

FOR PLINTH COURSE & COPING

A) Concrete grade M-15 and MSA-

C) Concrete grade M-20 and MSA-

Prov. And Laying in position

Controlled cement concrete using

cement, sand and crushed aggregate

by mass and machine mix for

R.C.C/CC work including 80nticorro

formworks centering scaffolding

10 compaction by mechanical 716.00 Cmt 5596.00

vibrator,curing as directed with all

lead & lift etc complete Excluding the

cost of reinforcement.

FOR SOLID SLAB OF ROAD BRIDGE

C) Concrete grade M-25 and MSA-

Prov. And Laying in position

Controlled cement concrete using

cement, sand and crushed aggregate

11 by mass and machine mix for 44.00 Cmt 5267.00

R.C.C/CC work including necessary

formworks centering scaffolding

compaction by mechanical

vibrator,curing as directed with all

lead & lift etc complete Excluding the

cost of reinforcement

FOR COLUMN AND BEAMS

A) Concrete grade M-25 and MSA-

Providing,cutting,bending,binding

and fixing in position as

per drawing .TMT BAR

reinforcement for R.C.C. works and

anchor bars incl cost of black

annealed 16 to 18 BWG M.S.. Wire

etc.complete with all lead and lift.

Providing and fixing P.V.C. water

stops of different size as below and as 89.00

13 per std.drawing and specification. Rmt

(b) P.V.C. 225mm Wide

Back filling with a behind the

structures or refilling the trenches

with excavated useful material

14 including watering ramming, 894.00 Cmt 84.00

consolidation etc complete with all

lead and lift.

Providing painting writing sign

board of size 400mm x 250 mm with

lettering of 4cm.size on various canal

structure including providing to

prime coat and applying two coat of

yellow oil paint in back ground and

letter writing in red oil paint, sign

board consists the writing details

such as name of canal and its

hydraulic details (CH. CBL. & FSL)

including all labours and materials

charges required etc complete.

Provding P.V.C. 100 mm diameter

16 water spouts including necessary No.

iron gratings as per drawings.

Finishing wall with weather proof

exterior emulsion paint on wall

surface (two coats) to give an

17 required shape even shade after Sqmt

thoroughly brushing the surface to

remove all dirt, and remains of loose

powdered materials.etc complete

Providing, fabricating and erecting

60cms wide steel ladder of M.S. angle

50x50x6mm for HR well as per

18 drawing and design incl one coat of 22.00 Rmt. 1113.00

primer and two coat of anti corrosive

paints etc complete.

Metal Beam Crash Barrier A Type – A,

“W” : Metal Beam Crash Barrier

(Providing and erecting a “W” metal

beam crash barrier comprising of

mm thick corrugated sheet metal

beam rail, 70 cm above road/ground

level, fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm spaced

19 2 m centre to centre, 1.8 m high, 1.1 136.00 Rmt. 3468.34

m below ground/road level, all steel

parts and fitments to be 82nticorros

by hot dip process, all fittings to

conform to IS:1367 and IS:1364,

metal beam rail to be fixed on the

vertical post with a spacer of channel

section 150 x 75x 5 mm, 330 mm long

complete as per clause 811)

Providing & laying dry rubble stone

pucca pitching with panel ( of size not

more than 10 sqmt ) of stone

masonry 45 cm thick wall in C.M. 1:5,

without base , inverted filter and

20 header stone but with 10 cm sthick 349.00 Sqmt 945.00

murrum layer (forbase) incl hand

packing and trimming and dressing

slopes etc.

a) 45 cms thick stone pitching with

pointing in C.M. 1:2

Providing and placing in position by

cranes/manual, mechanically doubly

twisted highly galvanized, without

PVC coating “GABIONS” of size

mention below, made of mesh size

10x12mm woven wire as per

ASTMA-975-97 including providing

and laying stones of size not less than

25 kg in the gabions and arranging

the same as instructed in the

breached section or such other

locations/ structures,etc complete

incl dressing the slope,minor earth

1.0x1.0x1 mt (Total weight=1664.00

Providing, laying & fixing M.S. grill

made from 20mm dia bars fixed at

22cm c/c both ways by welding incl

22 keeping necessary opening & 55.00 Sqmt 2142.00

supports with one coat of primer &

two coat of approved anti corrosive

paint etc complete in all respect.

Providing, fabricating and erecting in

position service gate and emergency

gate incl cost of embedded parts,

hoisting arrangement, finishing etc as

per design and drawing with one coat

of primer and two coats of anti

corrosive black epoxy paints etc

Providing & fixing chequarred plate

(6mm thick) platform over RSJ steel

beam as per approved drawing and

24 design incl all necessary accessories 19.00 Sqmt 10176.00

for fixing the platform with finishing

the edge of plate and welding, primer

& epoxy paint etc complete.

Providing, supplying, Lowering, and

laying ISI Standard R.C.C. NP-3 Class

pipes in standard lengths of following

Diameter suitable for either collar

joints or rubber ring joints including

all taxes, insurance, transportation,

freight charges, octroi, inspection

charges, loading, unloading,

conveyance to Site, and jointing in

proper position, grade and alignment

at all level as directed by Engineer-in-

charge including all labour, giving

hydraulic testing as per ISI code.

NOTE:- One collar should be supplied

with each full length plain ended RCC

pipe, cost included in rates below.

One rubber ring should be supplied

with each full length socketed pipe,

cost included in rates below.

€ 600mm dia.

Providing & Fixing outlets gates for

canal including all material, labour,

fabrication transportation fixing to

site of work with all lead & lift

including one coat of primer and two

coat of Epoxy 83 anti corrosive paint

as directed including handle &

locking arrangements etc. complete.

Total =

I/Weam/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) figures Words

(A) Total Tendered Amount

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

(in words)………………………………………………….………………………………………………...

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

(in words)………………………………………………….………………………………………………...

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 labor 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.: No. MIS 102010/17/K1, dtd. 30/07/2018 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

i.e 5449.00 /M.T mentioned in all the tender.

Deputy Executive Engineer Executive Engineer

Irrigation Sub Division No.4 Amreli Irrigation Division

Dhari Amreli

Sign of Contractor