Earthwork for Excavatioin of Trenches for Laying UGPS of Different Dia RCC Pipes

Proof of Enlistment in Class I/A, II/B or III/C with Department of Soil and Water Conservation, Punjab or Department of Water Resources, Punjab or in any other Govt Department in State/Country in appropriate Class with amounting to similar or more than DSWC enlistment limit.

Bank Solvency of 40% of amount of tendered work from scheduled bank.

Should have achieved a minimum annual financial turnover of 30% of value of tendered work in any one of the last three financial year. Last 3 years ITRs and Audited Statement of Accounts to be submitted as proof.

Should have executed and completed water resource or irrigation related works on order/agreement basis of upto 60% value of tendered work under any Govt. programme during last 3 years.

Proof of List of works executed and/or in progress with agreement cost. Copies of supply orders, completion certificates issued by their clients. Certificates signed by concerned office under whom the works were undertaken needs to be attached.

List of Essential Machinery on ownership/lease basis

List of Essential Technical Staff

Requisite Bid Capacity

Email id of Bidder

Item of Work

Words

Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters as per PWD specifications.

Lowering & Laying of 600mm R.C.C. Class Np-2 Pipes in to trenches for all depths and laying out the same to correct alignment, gradients level etc as per PWD specifications.

Jointing of 600mm class NP-2 R.C.C pipes in trenches using collar joints jointed as per specifications including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge as per PWD specifications including material like Cement, Sand etc.

Fixing of 600mm Risers & Alfa valves as per specifications including material like Cement, Sand, Bajri etc.

Fixing of 150mm Air vent Pipes as per specifications including material like Cement, Sand, Bajri etc.

Cutting reinforcement, Concrete pipes, chipping & finishing the cut surface to a uniform the satisfaction of site incharge (600 mm) as per PWD specifications.

L-T Joints

End Closer

Fixing of 600 mm Gate Valve

Re Carriage of 600mm class NP-2 R.C.C pipes

Item of Work

Words

Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters as per PWD specifications.

Lowering & Laying of 600mm R.C.C. Class Np-2 Pipes in to trenches for all depths and laying out the same to correct alignment, gradients level etc as per PWD specifications.

Jointing of 600mm class NP-2 R.C.C pipes in trenches using collar joints jointed as per specifications including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge as per PWD specifications including material like Cement, Sand etc.

Fixing of 600mm Risers & Alfa valves as per specifications including material like Cement, Sand, Bajri etc.

Fixing of 150mm Air vent Pipes as per specifications including material like Cement, Sand, Bajri etc.

Cutting reinforcement, Concrete pipes, chipping & finishing the cut surface to a uniform the satisfaction of site incharge (600 mm) as per PWD specifications.

L-T Joints

End Closer

Fixing of 600 mm Gate Valve

Re Carriage of 600mm class NP-2 R.C.C pipes

Item of Work

Words

Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters as per PWD specifications.

Lowering & Laying of 450mm R.C.C. Class Np-2 Pipes in to trenches for all depths and laying out the same to correct alignment, gradients level etc as per PWD specifications.

Jointing of 450mm class NP-2 R.C.C pipes in trenches using collar joints jointed as per specifications including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge as per PWD specifications including material like Cement, Sand etc.

Fixing of 450mm Risers & Alfa valves as per specifications including material like Cement, Sand, Bajri etc.

Fixing of 150mm Air vent Pipes as per specifications including material like Cement, Sand, Bajri etc.

Cutting reinforcement, Concrete pipes, chipping & finishing the cut surface to a uniform the satisfaction of site incharge (450 mm) as per PWD specifications.

L-T Joints

End Closer

Fixing of 450 mm Gate Valve

Re Carriage of 450mm class NP-2 R.C.C pipes

Earth work in Excavtion as per PWD specifications.

B.B.C 1:8:16 as per PWD specifications.

Plain Cement Concrete 1:2:4 in flooring as per PWD specifications.

Reinforced Cement Concrete 1:2:4 as per PWD specifications

First Class burnt brick work laid in Cement sand mortar in 1:5 in foundation and plinth CSR 11.5 as per PWD specifications.

10 mm thick cement plaster work 1:3 CSR 15.5 as per PWD specifications.

Quantity

Words

Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear fro m the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters.

Earth work in Excavation for main houdi(1.70m*1.70m*3.70m)

Earth work in Excavation for pump stand (13) (1200mm)

Lowering of R.C.C. Class NP-2 Pipes of 500mm dia in to trenches for all depths and laying out the same to correct alignment, gradients level etc.

Jointing of class N.P.2 R.C.C pipes of 450 mm dia in trenches using collar joints jointed with 1:1 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects upto the satisfaction site incharge.

Cutting reinforcement, concrete pipes, chipping & finishing the cut surface to a uniform shape upto the satisfaction of site incharge (450 mm)

Fixing of Air vent Pipes of 150 mm diamater, T jointing with cement concrete

Fixing of Risers of 450 mm diameter, T jointing with cement concrete and prevention of water flow in houdi/pump stand

Fixing of pump stand pipes of 1200 mm diameter with cement concrete

Foundation of pump stand(1:8:16)

Fixing of gate valve(450mm)

Brick Blast (1:4:8) for Houdi of dimensions (2.00m *2.00m *3.00m )

R.C.C (1:2:4) for houdi

First class burnt brick work laid in cement sand mortar in 1:5 foundation and plinth for houdi

Plain Cement Concrete (1:2:4) for Houdi

10 mm thick Cement Plaster (1:3) work for Houdi

carriage

Fixing of steps for houdi (inc. steps)

Iron Sign Board (4' X 3')