Strengthing work of Amarapura branch canal (Ch 12.00 to 19.250K.M ) with Mandvi distry and their minors canal network under jurisdiction of NPMC Sub Dn.20/2 Patan for the Year 2025-26

BILL OF QUANTITIES

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

Name of Strengthing work of Amarapura branch canal (Ch 12.00 to 19.250K.M ) with

work Mandvi distry and their minors canal network under jurisdiction of NPMC Sub

Dn.20/2 Patan for the Year 2025-26

Sr. Item Item Discription Unit Qty. Rate Amount (Rs.)

1 1 Excavation in all sorts of soil Cum. 4653.820 79.00

(including wet and slushy condition

of soil) with yellow, sandy, gravelly

soil including soft murrum & H.M.

including sorting & stacking and

depositing the excavated stuff in

uniform layers as and where

directed upto lead of 30 m and lift

as shown below including clearing

the site etc. compute (including

(B) For foundation trenches of C.D.

work (a) 0 to 3 Mt. depth

2 2 Earth work in embankment from Cum. 32793.600 88.00

borrow pits in all sorts of soil and

soft murrum or other suitable

strata as directed including

breaking the clods and dressing to

the design sections including

cutting the proud section with lead

as under and all lift including site

clearing etc. complete.(A) For all

canal capacity(c) 200 to 1000 Mt.

3 2A Extra lead charges for each Cum. 32793.600 34.00

additional km lead or part thereof

beyond 1.0 km and upto 3.0 km for

embankment work including all

lifts etc. complete.

4 3 Dry rolling of earth work with light Cum. 32793.600 6.10

rollers (upto 2 ton capacity) as

directed with all lifts etc. complete.

5 4 Dismantling the C.C. lining Smt 29932.650 82.00

including including disposing off

the dismentalled materials as

directed etc. complete.

6 5 Dismentalling the existing RCC

pipes including sorting out and

stacking of the usefull material

(pipe) upto lead 200 mt.as directed

under the specification.

7 5A (ii) 450mm to 600 mm diameter Rmt 239.500 363.50

8 5B (iii) 650mm to 900 mm diameter Rmt 155.000 488.90

9 5C (iv) 1000mm to 1200 mm diameter Rmt 60.000 601.00

10 6 Providing & laying 7.5 cms thick Smt 15751.330 379.00

cast in situ C.C. 1:2:4 grade with the

use of crushed aggregates for canal

lining works incl. use of all

equipments, scaffolding, centering

form work etc. with finishing as

required to the exposed surface,

making asphalt joints as directed

and watering and curing (without

sleepers) with all lead & lifts etc.

complete. (Including Preparing Sub

grade for lining)

11 7 Providing and laying 7.0 cms thick Smt 14181.320 365.00

cast in situ cement concrete 1:2:4

grade with the use of crushed

aggregates for canal lining works

including use of all equipments,

scaffolding, centering form work

etc, with finishing as required to

the exposed surface,making

asphalt joints as directed and

watering and curing ( without

sleepers ) with all lead and lifts etc.

comp.(Including Preparing Sub

grade for lining)

12 8 Providing and laying in position Cum. 401.220 4439.00

cement concrete M15 using cement,

Sand and machine crushed course

aggregate including providing

necessary form work, compaction,

finishing and curring as required

etc. completed.

13 9 Providing & Laying in position Cum. 92.510 4651.00

"DESIGN MIX" cement concrete

using cement sand and crushed

aggregate for C.C./ R.C.C work by

"FLORI" including necessary

formwork, centering, scaffolding,

compaction by vibrator, curing as

directed with all lead & lift etc

complete without dewatering and

excluding the cost of steel

(A) For Footing of column /

Abutment / Pier / Bottom slab of

barrel / Plinth course / Coping /

Approach Slab etc.

S-4(A) e Concrete grade M-25 and

14 9A (E) For Column / Beam / Solid Slab Cum. 464.660 5642.00

of Road Bridge / Barrel / Cutoff

S-4(A) e Concrete grade M-25 and

15 10 Providing and laying HYSD/TMT M.T 46.610 71366.00

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

16 11 Providing and fixing in position RMT 30.000 1215.50

(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.

(a ) 450 mm dia

20 12 Supplying and fixing reinforced RMT 115.000 2579.77

concrete heavy duty non-pressure

pipes with collars for culverts

carrying heavy traffic as per IS 458-

1991 specifications including

setting the pipes in C.M. 1:2

watering and laying (to level or

slopes) of class NP3 of following

internal daimeters.(iv) 750mm dia.

I/We am/are willing to carry out the work at… ...................... % above/belows percent (Should

be written in figures and words) of the estimated rate mentioned above. Amount of my

/ourtender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above