Kalubhar Irrigation Scheme: Modification of canal by providing c.c.lining from ch.13651 Mt to 14535 Mt of L.B.M.C. and Providing C.C.lining of its minors 9a to 13

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. 108100.00 Sqmt 1.20

(Excluding tree of grith above 0.5 mt)

A) Upto 2 year old b) For Light Dence

Earth work in embankment from borrow

pits in all sort of soil and soft murrum or

other suitable strata as directed incl

breaking clods and dressing to the design

section with lead as under and all lift

incl.site clearance etc comp. For all canal

capacity & Without rolling and watering

200 to 1000 mt lead.

Compaction of earth work in

embankment in layers of 15 to 23 cms at

OMC to required dry density incl

3 necessary rolling with vibratory rollers 11076.00 Cum. 25.30

of 10 to 12 tones capacity.

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.dewatering. . ( Depth 0 TO 3.0 mt )

(For all type canal & foundation trenches

of C.D. works )

A) IN OVERBURDEN INCL. HARD

Providing & laying in position non

cohesive layers of locally available

5 required finishing & light compaction 3061.00 Cum. 145.00

with all lead & lift.

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

6 scaffolding compaction by plate vibrator, 72179.00 Sqmt 340.00

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 sleepers.

Supply of quary spall at site lead upto

7 Km. 9886.00 Cum. 271.00

Provding murrum including spreading

the same and dressing the top surface

8 inrequred grade and camber with lead 2373.00 Cum. 284.00

upto 10.00 KM etc complete.

Spreading the stone aggregate for rolling

and W.B.M. including filling the

interstices to required camber and

9 gradient (excluding spreading of 9886.00 Cum. 268.49

blindage)(ii) 40mm to 63mm size

aggreagates (H.B.)

Rolling and consolidating water bound

macandam (except laterite and Kamkar)

including watering not exceeding

mm thickness (main layer including

binding material ) including filling in

depressions which occur during the

process. (A) with power roller exceeding

8 tonne and not exceeding 12 tonne.

Total =

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) 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 5448.53 /M.T mentioned in all the tender.

Deputy Executive Engineer Executive Engineer

Irrigation Sub Division Bhavnagar Irrigation Project Division

Umrala Bhavnagar

Sign of Contractor