Laying of Air Pipe Line at BEL PKL

Amount

Laying of Air Pipe Line at BEL Panchkula.

Supplying, Installation, Testing and Commissioning of Aluminium Composite Pipe size 50 mm dia (Make Unipro Pneuair, Kitec, Jindal)

Supplying, Installation, Testing and Commissioning of Equal Union 50 mm x 50mm, (Make Unipro Pneuair, Kitec, Jindal)

Supplying, Installation, Testing and Commissioning of Equal Elbow 50 mm x 50 mm, (Make Unipro Pneuair, Kitec, Jindal)

Supplying, Installation, Testing and Commissioning of Equal Tee 50 mm x 50 mm x 50 mm,(Make Unipro Pneuair, Kitec, Jindal)

Supplying, Installation, Testing and Commissioning of Female Threaded Ball Valve 2 "(Make Unipro Pneuair, Kitec, Jindal, zoloto,sant,leader)

50x2 Male Union Brass Threads(Make Unipro Pneuair, Kitec, Jindal)

Supplying, Installation, Testing and Commissioning of Unequal Tee 50mm x 25 mm x 50 mm(Make Unipro Pneuair, Kitec, Jindal)

Supplying, Installation, Testing and Commissioning of Male Union 1"x1/2"(Make Unipro Pneuair, Kitec, Jindal)

Supplying, Installation, Testing and Commissioning of Brass Female Threaded Ball Valve 1/2"

Supplying, Installation, Testing and Commissioning of Aluminium Composite Pipe 25 mm dia (Make Unipro Pneuair, Kitec, Jindal)

Supplying, Installation, Testing and Commissioning of Equal Union 25 mm x 25mm(Make Unipro, Kitec, Jindal)

Supplying, Installation, Testing and Commissioning of Clamp 50 mm(Make Unipro, Kitec, Jindal)

Supplying, Installation, Testing and Commissioning of Clamp 25 mm(Make Unipro Pneuair, Kitec, Jindal)

Disposal of moorum/building rubbish/ malba/similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

Demolishing R.C.C. work manually/ by mechanical means including tacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in-charge.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix)

Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :bituminous road

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)

20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)

Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana/ordinary portland /portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level-concrete of m25 grade with minimum cement content of 300 kg /cum

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 2.5mtr, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On W.B.M. @ 0.75 Kg / sqm

Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.Old work (One or more coats)

3 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 30 with no solvent

K AND K Constructions (BID ID -421601)

Metro Cooling Systems (BID ID -421581)