Name of Work:- Construction of new A/Spur at RD 174250/3L Bandh along river Sutlej (Rour Complex) in Distt. Ludhiana.
Sl. No.
Item Description
1
Excavation in soil using hydraulic JCB and Hydraulic Tractors Trolley i.e cutting & loading in trolley and transporting to the embankment location with all lifts and lead.( Disposal/carrige from 3km)
2
Extra for compensation for ordinary earth, (Basic Rate 162.00+ labour cess 1%+ contractor profit 10%)+ GST 18% =212.38
3
Dressing of earth work
4
Filling of boulder stone into wire crates hand packed including Rehandling of boulder stone from stackyard to site of work lead 0.5 km-1km including loading and unloading as per specifications and instruction of Engineer in Charge
5
Tipping wire crates including equipment
6
Weaving wire netting for wire crates including supply of M.S. Annealed wire 4mm dia confirming to I.S. specification with latest amendment if any binding sides and partitions to make crates of 15cmx15cm meshsize complete in all respect.
7
Stone pitching 1.0' thick on slopes of guide banks and protection works
8
Stone pitching 2.0' thick on horizontal
9
Filling 0.50' thick spall beneath stone pitching on level i/c supply of spall (22.4-53mm) from cheapest quarry to site of work complete in all respect as per PWD specifications and Engineer-in-charge.
10
Filling 0.50' thick spall beneath stone pitching on side slopes behind pitching i/c supply of spall (22.4-53mm) from cheapest quarry to site of work complete in all respect as per PWD specifications and Engineer-incharge.
11
Grouting stone pitching with bajri or shingle i/c supply of spall/bajri (22.4-53 mm) from cheapest quarry to site of work complete in all respect as per PWD specifications and Engineer-in-charge.
12
Supply of Boulder stone as per PWD specification from cheapest quarry as per P.W.D. specifications (weight of boulder stone 18 to 40 kg should not be less than 90% and weight of boulder stones 3.6 to 18 kg should not exceed 10%) including loading and unloading and stacking complete in all respect as per PWD specifications and Engineer-incharge.
13
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