REPAIRS TO DRAIN, PATH, CULVERT AND HARDSTANDING AT AURANGABAD UNDER GE(S) AHMEDNAGAR

Amount

Demolition of brick work or stone / boulder masonary, built in cement mortar, including all quoins, arches, pillars, etc complete all as specified and as directed.

Dismantling of Shahabad stone slab, chequered tiles and interlocking paver blocks of any description or thickness in floors, aprons etc laid, bedded and pointed in any mortar complete all as specified and as directed.

Dismantling wrought iron or mild steel work of any description all as specified and as directed.

Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15cm thick above or below ground level complete all as specified and directed.

Demolition of cement concrete (reinforced) in ground floors and pavings etc n exc 15cm thick above or below ground level complete all as specified and directed.

Demolition and breaking up drain pipes, 200mm dia of any description complete all as specified and directed.

Demolition and breaking up drain pipes, 300mm dia of any description complete all as specified and directed.

Excavation in trenches, n exc 1.50m wide and n exc 1.50m in depth; for foundations, etc. or for manholes etc area not exc 10 Sqm on plan and not exc 1.5m in depth and getting out in soft/loose soil all as specified and as directed.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick with soils all as specified and as directed.

Removing excavated soil to distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and as directed.

M&L for hardcore of guage exc 63mm but n exc. 100 mm of broken stone or boulders, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed.

M&L for PCC 1:4:8, type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete all as specified and as directed.

M&L for PCC 1:3:6, type C2 using 40mm graded stone aggregates as in surface channels and drains complete all as specified and as directed.

M&L for PCC 1:3:6, type C1 using 20mm graded stone aggregates as in kerbs, mud stops or sides of interlocking tiles, rounded or chamfered angles including necessary formwork if any as required complete all as specified and as directed.

M&L for PCC 1:3:6, type C1 using 20mm graded stone aggregates as in coping, apex stones etc and like with rounded or chamfered angles including necessary formwork if any as required complete all as specified and as directed.

M&L for precast kerb stones of size 300mm x 150mm x 300mm in cement concrete 1:2:4, type B1 (using 20mm graded stone aggregates), machine made, with plain fair faces, including weathering, throating etc and setting in cement mortar 1:4 including necessary excavation, returning filling and removal of soil etc complete all as specified and as directed.

M&L for precast reinforced cement concrete, 1:2:4 type B1 (using 20mm graded stone aggregates) as in drain cover/ culvert slab etc including necessary moulds, form work etc all as specified and as directed.

M&L for brick work with old size fly ash bricks, straight or curved on plan exc 6m mean redius, built in cement mortar 1:6 complete all as specified and as directed.

All as per serial item No 18 but except bricks Note : Bricks obtained from demolition shall be reused.

M&L for mild steel TMT bars, 10mm dia and over, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.

S&F mild steel framed work such as grills, gratings etc with ends of bars shouldered and/or rivetted or forged into spikes, framed guard bars and similar work conforming to Fe 290. Gde-165 complete all as specified and as directed.

M&L for 75mm thick PCC 1:3:6, type C2 (using 40mm graded stone aggregate) as in plinth protection/foot path etc finished even and smooth without using extra cement including provision of joint of size 10 mm wide & 10 mm deep and filling with bitumen mastic joint filling at every 3m length and at corners complete all as specified and as directed.

M&L for 25 to 30mm thick rough dressed Shahabad stone slabs, laid over and including 20mm thick bedding layer in cement mortar 1:6 and pointed in cement mortar 1:3 complete all as specified and as directed.

Ditto all as per item No 23 but except Shahabad stone all as specified and as directed. Note : Shahabad stone slabs obtained from dismantling shall be used.

M&L for 75 mm thick PCC 1:4:8, type D2 (using 40 mm graded stone aggregates) as in sub-base, complete all as specified and as directed.

M&L for 40 mm thick PCC 1:2:4, type B1 (using 20mm graded stone aggregates) as in floor, laid in panels, finished even and smooth without using extra cement complete all as specified and as directed.

M&L for 100 mm thick PCC 1:2:4, type B2 (using 40 mm graded stone aggregate) as in floor, laid in panels, finished even and smooth without using extra cement complete all as specified and as directed.

M&L for precast cement concrete coloured chequered tiles with glossy finish of size 25cm x 25cm x 25mm thick, machine pressed with grey cement and pigment, set, jointed and pointed in neat cement slurry over and including 20mm thick screed bed or bedding layer in cement mortar 1:6 and pointed in coloured cement to match the colour of tiles complete all as specified and as directed.

M&L for 60mm thick, M-35 grade, precast cement concrete interlocking tiles (glossy / rubber matt finish), hydraulically pressed, cemented tiles of grey colour with pigments as in floor laid over and including 25mm thick sand cushion and including filling of interstices with fine sand complete all as specified and as directed. Note- Size, shape and pattern shall be as approved by GE.

M&L for 80mm thick, M-40 grade, precast cement concrete interlocking tiles (glossy / rubber matt finish), hydraulically pressed, cemented tiles of grey colour with pigments as in floor laid over and including 25mm thick sand cushion and including filling of interstices with fine sand complete all as specified and as directed. Note- Size, shape and pattern shall be as approved by GE.

M&L for 3mm thick glass dividing strips, inserted in position to conform to design complete all as specified and as directed.

M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces, in cement mortar 1:6, finished even & smooth without using extra cement complete all as specified and as directed.

M&L for RCC drain pipes, 200 mm bore, class NP-3 laid and jointed with collars (cement joint) with and including PCC 1:4:8, type D-2 (using 40 mm grade stone aggregate) as in concrete bed to drain pipes including packing under and hunching against the sides of pipes after they are laid & tested complete all as specified and directed.

M&L for RCC drain pipes, 300 mm bore, class NP-3 laid and jointed with collars (cement joint) with and including PCC 1:4:8, type D-2 (using 40 mm grade stone aggregate) as in concrete bed to drain pipes including packing under and hunching against the sides of pipes after they are laid & tested complete all as specified and directed.

M&L for forming 12mm thick expansion joints, filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound grade 'A' for 100mm thick floor/slab complete all as specified and directed.