Panam High Level Canal

Name of Work: Repairing & Strengthening of various canal structures 2/L & 2/LA distributary canals of

Right Bank Main Canal & Strengthening and Leakage repairing of Structures at various chainages of 2R

Distributary of LBMC of Panam High Level Canal Project.

BILL OF QUANTITIES

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

Item Description of Item (with brief specification Rate In

Quantity Unit Amount

No and reference to book of specifications) figures

Clearing the silt from the canal/drain bed by a digging

the same to the required bed level and gradient

including depositing the excavated earth regularly in

spoil bank for utilizing the same preparing the banks

after breaking clods as and where directed for all leads

and lifts. For Canals Above 250 Cusec &. 0 to 1.5 m lift.

For Every additional lift of 1.5 m or part thereof. For

Canals Above 250 Cusec

Clearing the canal Banks outer and inner Slopes by

Jungle Cutting ,removing Vegetation, Ghabajaria, Trees,

2 etc. along with burning it's and carrying away as and 346.50 Sqmt 10.30

where required and as directed etc. completed by

Dismantling the existing foundation concrete including

sorting out the dismantled stuff and stacking the useful

3 material, removing the debris and making good the 1040.30 Cum 1155.20

damages etc. complete as and where directed. Cement

Dismantling the existing R.C.C. Pipes including sorting

out and stacking of the useful materials of the following

diameters including refilling the trenches etc. complete

as directed. 600 mm. to 900 mm.

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) Including dewatering.

Providing & Laying in position "NOMINAL MIX" cement

concrete using cement, sand and crushed aggregate by

mass and machine mix for C.C./R.C.C work incl.

necessary formworks centering, scaffolding, compaction

by vibrator, curing as directed with all lead & lift etc

complete Without Dewatering and excluding cost of

steel reinforcement. (A) For Foundation concrete /

General purpose

6(a) 5(a) C. C. Nominal Mix, M-10 and MSA-40 mm 75.65 Cum 3346.00

6(b) 5(b) C. C. Nominal Mix, M-15 and MSA-20 mm 178.26 Cum 3935.00

5 ('c) For Wing wall / Return wall / Head wall / Coping

etc. C. C. Nominal Mix, M-15 and MSA 20 m

Earthwork/Back filling with selected earth including

7 watering ramming, Compaction with pneumatic 552.21 Cum 144.50

temping with all lead and all lift etc. complete.

Earth work in embankment using selected soil, soft &

hard murrum excavated from approved borrow area /

village tanks etc. Including conveying, spreading in

8 uniform layers, breaking clods and dressing to the 943.68 Cum 110.80

designed canal section etc. with lead upto 500m and all

lifts (for canals having capacity up to 300 Cusec) ( By

Providing and fixing in position (different diameter) I.S.,

NP-3 class reinforced pipe with caulking the joints with

cement mortar 1:1 proportion, using jute string soaked

in cement slurry, finishing joints and laying pipes to the

designed grade and levels, curing etc. complete for all

leads and lifts.

9(a) 7(a) NP-3 class 600 mm dia pipe. 10.00 Rmt 2039.60

9(b) 7(b) NP-3 class 900 mm dia pipe. 45.00 Rmt 2857.70

9(c') 7('c)NP-3 class 1200 mm dia pipe. 32.50 Rmt 5955.30

Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where

necessary, hooking etc. complete as per drawing for all

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

12 Tractor with Trailer 135.00 Hours 661.00

In words:- Rupees Ninety Three Lakh(s) Ninety Six Thousand Four Hundred Seventy Six Only