Name of Work:- M/o Drain (Repairing and Raising of Drain from plot No.-A-52 to Road No.-06 Sector-62), Noida.
Sl. No.
Item Description
1
Brick Work with common burnt clay F.P.S.(non modular) Bricks of class designation 100 foundation and plinth in cement mortar 1:4 (1 Cement 4 Coarse sand )
2
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor etc, up to floor five level, excluding the cost of centering. shuttering and finishing:1:2:4(1Cement: 2 coarse sand (zone-II):4 graded stone aggregate 20 mm nominal size)
3
Centering and shuttering including strutting, propping etc. and removal of form work for: Lintels, beams, plinth beams, girders, bressumers and cantilevers
4
12 mm cement plaster of mix 1:4(1 cement: 4 coarse sand)
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Neat Cement punning
6
Fabrication & Manufacturing of Prestressed Hollow Core sion (Helow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factorym Environment with approved method0gy confirming to 5 10207:1983 by ing long line tasting method having arrangement of proper steel bed. Concreting should be done by hatch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Sipfomier, finishing, curing and also provision of steam curing Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mis as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). Note: Excess/less cement over the specified cement content used as per design mis is payable/recoverable separately) including steel & Transport charge.
7
Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. Prestressed hollow core Slab up to 200 mm thickness sqm 160.85
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S/o Tractor with Trolley including P.O.L. and Driver complete as per direction of Engineer Incharge.. Please Enable Macros to View BoQ information
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