Panam High Level Canal

Name of Work: Construction of CC road, Gutter and miscellaneous works at Pumping station no.3 at

Village Palikhanda & Strengthening and Protection work on Downstream Side of Escape at ch.7200m of

Panam High Level Canal.

BILL OF QUANTITIES

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

Item Description of Item (with brief specification and Rate In

Quantity Unit Amount

No reference to book of specifications) figures

Dewatering during excavation of canals, drains,

foundation trenches etc. by using pumps of suitable

1 capacity either diesel or electric driven including cost of 150.00 53.80

labour, pipes etc. for delivery distance beyond 100 m. (By

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 (a) C. C.

Nominal Mix, M-10 and MSA-40 mm

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 (c) C. C.

Nominal Mix, M-15 and MSA-20 mm

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.

(j)For Wing wall / Return wall / Head wall / Coping etc.C.

C. Nominal Mix, M-15 and MSA 20 mm

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. NP-3 class 600 mm dia pipe.

Earthwork/Back filling with selected earth including

7 watering ramming, Compaction with pneumatic temping 1302.00 Cum 144.50

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 uniform

layers, breaking clods and dressing to the designed canal

section etc. with lead upto 500m and all lift.(For canals

having capacity beyond 300 Cusec) ( By Machinery )

Excavation for foundation trenches in all sorts of soil sand

clay, hard clay, soft murrum including shoring, strutting

and depositing the excavated stuff, refilling the remaining

excavated trenches upto G.L. as and where directed within

a lead of 50 m. etc. complete as directed. (For Special

situation up to 10 cum) (a) lift up to 1.5 m

Providing & erecting a "W" metal beam crash barrier

comprising of 3mm thick corrugated sheet meatal beam

rail, 70 cm above road/ ground level, fixed on ISMC series

channel vertical posts, 150 75 x 5 mm spaced 2m center to

center, 1.8 m high, 1.1 m below ground/road level, all steel

parts and fitments to be galvanized by hot dip process, all

fittings to conform to IS:1367 and IS:1364, metal beam rail

to be fixed on the vertical post with a spacer of channel

section 150 x 75 x 5 mm, 330 mm long complete as per

clause 810 (Type - A, "W" : Metal Beam Crash Barrier)

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)

Providing Gate with full Fabrication of each parts viz. sill

beam, track girders, guide channel hoist girders, hoisting

arrangement assembly, Erection of gate leaf assembly

12 consisting of skin plate, horizontal girders, lifting brackets, 3.0 Nos 400000.00

complete including cost of Materials, cost of Labours,

welding and painting jigs, and fixtures etc. Gate size

In words:- Rupees Sixty Lakh(s) Three Hundred Fifty Only.