RAJAWAL IRRIGATION SCHEME:- Repairing of C.C Lining and various Structures of left & right bank main canal of Rajawal irrigation scheme.

BILL OF QUANTITIES

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

e Description of Item (with brief

m specification and reference to book Unit Amount

N of specifications)

Dismantling stone/brick masonry &

stacking of useful and unuseful

material from the dismantled

materials as directed etc complete.

(a) In cement mortar

Credit of stone recovered (30% of

total qty of item no.1) -17.39 Cum 224.08 -3896.75

Removing and scraping of old

deteriorated plaster of any thickness

2 fromm wall / R.C.C member including 726.26 SQ Mt. 20.36

stacking of serviceable material and

disposal of unserviceable from site of

work with all lead and lift.

20mm thick sand faced cement

plaster on walls upto height

metres above ground level consisting

of 12mm thick backing coat of C.M. 1:3

(1-cement : 3-sand) and 8mm thick

finishing coat of C.M. 1:1 (1-cement :

1-sand) etc. complete.

Removing of exiting disturbed C.C.

Block lining including opening of

joints, stacking the same and

disposing of stuff as directed etc.

complete with all leads and lifts.

Excavation in all sort of strata and

formations incl. depositing the

unuseful excavated stuff as and where

directed incl sorting and stacking

5 useful materials as directed upto 30 126.70 Cum. 83.00

mt lead etc. complete incl.

dewatering. ( Depth 0 TO 3.0 mt ) (For

all type canal & foundation trenches

of C.D. works )

Prov. & Laying in position "Nominal

Mix" cement concrete using cement

sand & gravel by mass and machine

mix for PCC including necessary

6 formworks, compaction, ramming 5.18 Cum. 2646.00

,curing as directed with all lead and

lift etc complete. For foundation

concrete / other general purpose A)

Concrete grade(1:3:6) and MSA - 40 to

63mm (cement level 220 kg/cum)

Prov. & Laying in position "NOMINAL

MIX' cement concrete using cement,

sand and crushed aggregate by mass

and machine mix for C.C. work incl.

7 necessary formworks centering 77.74 Cum 4452.00

scaffolding compaction by

mechanical vibrator,curing as

directed with all lead & lift etc

complete. E) Concrete grade 1: 1.5 :3

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. (b) Fe-500

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,

9 freight charges, octroi, inspection 35.00 Rmt. 2235.00

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. (E)

Earthwork / Back filling with selected

earth brought from out side borrow

area or from excavated useful

material incl. watering ramming,

Compaction with pneumatic temping

and all lead and lift etc complete.

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

Construction of concrete road with

20cm thick controlled C.C. M-250

concrete using fixing and removing 'C'

channels of required road depth

levelling if placed concrete with

surface vibrator, finishing the surface 51.68 Cum 5981.47

with power floter and towel tight

brooming as directed with providing

expansion joints 20 x 200 mm and

construction joints 20 x 20 mm using

cocnrete cutter machine etc.

Photography & Videography of the

13 work as per the instructions of 1 Job 2000.00

engineer-in-charge.

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) ………………………………

(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 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.

Payment will be given only if the material testing result is satisfactory. Testing of material

5 shall be done as per statement attached with specification.

Deputy Executive Engineer Executive Engineer

Irrigation Sub Division no.1 Bhavnagar Irrigation Division

Palitana Bhavnagar

Signature of Contractor