GE 861 EWS-46/2023-24

Amount

Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil, complete all as specified and directed.

Excavation in trenches n exc 1.50m wide and n exc 1.50m in depth for foundation etc or for shaft wells, cesspits manholes pier holes etc n. exc 10 sqm on plan and n. exc 1.5m in depth and getting out in soft/loose soil, complete all as specified and directed.

Removing of surplus soil to a distance n exc 50 mtr and depositing where directed at a level n exc 1.5 mtr above the starting point, complete all as specified and directed.

PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified.

PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified.

PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in surface channel and drains, complete all as specified and directed

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitered / stopped ends etc., complete all as specified and directed.

RCC M-25 design mix using 20 mm graded aggregate in foundations, including rafts, footings, foundation beams, plinth beams, base for columns, etc basements slabs under rammed piles and mass concrete complete all as specified and directed.

Form work to sides of concrete foundations, footings, bases of columns, raft beams sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter complete all as specified and directed.

Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm complete all as specified and directed.

MS TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed) not les than 0.9 mm dia or securing with clips quality conforming to complete all as specified and directed.

MS TMT Bars of 5 mm dia and over up to 10 mm dia in stirrups, spacers and binders, cut to length bent to shape required including cranking, binding spirally for hooping for columns hooking ends and binding with and including MS wire annealed not less than 0.9 mm dia or securining with clip complete all as specified and directed.

Hard core of broken stone or boulders of guage n. exc 63mm, deposited, spread and levelled in layers n. exc 15 cm thick, watered and rammed to a true surface, complete all as specified and directed.

Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15cm thick, spread, levelled and rammed including watering, complete all as specified and directed.

Rolling over hard core surface with 8 to 12 tonne power roller n exc 150mm compacted thickness, complete all as specified and directed.

75mm thick PCC 1:4:8 Type D-2 (40 mm graded stone aggregate) as in sub-base of floors, complete all as specified and directed.

Cement concrete 1:2:4 type B-0 (using 12.5mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork, complete all as specified and directed.

80mm thick factory made machine pressed precast concrete coloured interlocking paver block with grey cement and pigment, any shape, size and design as approved by Engr-in charge confirming to IS 15658-2006, M-40 grade, complete all as specified and directed.

Sand cushion filling for floors or in foundation including watering and consolidation, complete all as specified and directed.

Rolled mild steel in plates (plain or chequered) channels, square cut or notched (ordinary and countersunk) forming holes, without any attachment conforming to Fe-410-W (Gde-E-250) quality-B, complete all as specified and directed.

Rolled 'C' sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates, conforming to Fe-410-W (Gde-E-250) quality-B, complete all as specified and directed.

15mm thick rendering on stone masonry surfaces or surface other than fair face of brickwork or on one side of lathing in CM 1:4 finished even and smooth without using extra cement, complete all as specified and directed.

FIRDOUS AHMAD BABA

M/s Hilal Constructions

M/S BASHIR AND SONS

M/S RASHID CONSTRUCTION

M/S SHEIKH FEROOZ AHMAD

M/S MOHAMMAD SHABAN AND CO

JANDOO AND CO