Restoration and Repairing Work of Sipu Main Canal Between Ch.0.50 Km to 21.63 km. (3rd Attempt)

Item Rate In

specification and reference to book Quantity Unit Amount

No figures

of specifications)

Jungle clearance of specified category and bushes

for canal/dam work as directed with disposing

materials etc. complete. (Excluding tree of girth

above 0.5 Mt.) (c) For heavy Dence

Excavation in all sorts of soil (including wet and

slushy condition of soil) with yellow, sandy,

gravelly soil including soft murrum & H.M.

including sorting & stacking and depositing the

2 excavated stuff in uniform layers as and where 392.00 Cu.M. 71.00

directed upto lead of 30 m and lift as shown below

including clearing the site etc. compute (including

dewatering). (B) For foundation trenches of C.D.

work (a) 0 to 3 Mt. depth

Dismentalling road surface including sorting &

stacking of useful and unuseful material from the

dismentalled materials as directed under detailed

specifications etc. complete. (a) Cement Concrete

Removing the damaged precast CC block lining

including breaking the joints, removing the same

sorting and stacking of useful and unuseful

material from the dismentalled material upto lead

of 200 mt.as directed under detail specification

etc. complete.(a) Up to 7.50cm thick

Providing & laying 7.50 cms thick cast in situ C.C.

1:2:4 grade with the use of crushed aggregates for

canal ling works incl. use of all equipments,

scaffolding, centering form work etc, with finishing

as required to the exposed surface, making

asphalt joints as directed & watering & curing

(without sleepers) with all lead and lifts etc.

Providing and laying CC 1:2:4 grade using cement,

sand & crushed metal incuding providing &

erecting necessary form work, centering, vibrating,

smooth finishing, watering & curing as directed

with all leads & lifts etc. complete. (a) Sub

structures

(b) Super structures 588.00 Cu.M. 4949.30

Providing & laying 10 cms thick cast in situ C.C.

1:2:4 grade with the use of crushed aggregates for

canal ling works incl. use of all equipments,

scaffolding, centering form work etc, with finishing

as required to the exposed surface, making

asphalt joints as directed & watering & curing

(without sleepers) with all lead and lifts etc.

Providing and laying HYSD/TMT Fe-415,500D steel

bar reinforcement for R.C.C. works and anchor

bars with providing binding wires including

cutting, bending, welding, binding in position,

hooking, placing in position with all leads & lifts

etc. complete. (c) TMT Fe-500D

Providing and Laying HDPE Liner of 750 Micron in

bed and Slopes of Canal at Required level Below

10450.00 Sq.Mtr. 177.68

lining as per Drawing and as Directed etc.

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

10 dressing to the design sections including cutting 23550.00 Cu.M. 78.00

the proud section with lead as under and all lift

including site clearing etc. complete. (c) 200 to

Dry rolling of earth work with light rollers (upto

11 ton capacity) as directed with all lifts etc. 23550.000 Cu.M. 7.20

Extra lead charges for each additional km lead or

12 part thereof beyond 1.0 km and upto 5.0 km for 14130.00 15.00

embankment work including all lifts etc. complete. Km.

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 brief 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 per Govt. G.R. NO.:

MIS102010/17/K1 Dated: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 mentioned in all the tender.

Deputy Executive Engineer Sr. Divisional Accounts Officer Executive Engineer

Sipu Canal Sub Division No-2 Sipu Project Division Sipu Project Division

Dantiwada Palanpur Palanpur