SPL REPAIR TO SEWAGE LINE AT RAMBAN AND BANIHAL UNDER AGE (I) BHALRA

Amount

Demolition and breaking up drain pipes of 150mm internal dia (Salt glazed ware, AC or reinforced concrete) set in cement mortar complete all as specified and directed by Engineer-in-Charge.

Demolition of brickwork or stone/boulder masonary, built in cement mortar complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth and getting out in any type of soil including trimming bottom and sides of trenches, levelling/gradient /slopes and ramming bottom of trenches complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches n.exc 1.5m wide and exc 1.50m and n.exc 3.00m in deep and getting out in any type of soil etc including trimming bottom and sides of trenches, levelling/gradient /slopes and ramming bottom of trenches complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches n.exc 1.5m wide and exc 3.00m and n.exc 4.50m in deep and getting out in any type of soil including trimming bottom and sides of trenches, levelling/gradient /slopes and ramming bottom of trenches complete all as specified and directed by Engineer-in-Charge.

Excavation over areas not exc 1.5 mtr deep and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge.

Excavation over areas exc 1.5 mtr deep and n exc 3 m deep and getting out any type of soil any type of soil complete all as specified and directed by Engineer-in-Charge.

Material and labour for broken stone Hardcore of gauge n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface in broken stone / boulders as specified and as directed.

Material and labour for PCC (1:4:8) type D-2 (using 40 mm graded crushed stone agg) as in foundation, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge.

Material and labour for brick work with sub class ‘ B’ bricks straight or curved on plan exc 6 m mean radius built in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

Material and labour for rendering 20 mm thick in CM 1:3 on fair face of brick work surfaces finished even and smooth without using extra cement and using water proofing compound @ 3% by weight of cement content complete all as specified and directed by Engineer-in-Charge. Note :- WPC will measuered and paid separatly under relevant item of schedule.all as specified.

Supply only water proofing compound.

Supply and fixing MS work as in clamps ,steps supports hold fast, wall ties, rungs handles of manholes/Septic tank and other similar articles complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in foundation bed of manhole etc complete all as specified and directed by Engineer-in-Charge.

Material and labour for brick work with subclass 'B' bricks straight or curved on plan n exc 6m mean radius built in CM 1:3.

Material and labour for rendering 15mm thick in cement mortar 1:4 on fair faces of concrete block walling(internal & external) in manhole finished fair and even complete all as specified and directed by Engineer-in-Charge.

Material and labour for cement concrete bed (1:4:8) type D-2 (using 40mm graded stone aggregate) to 150mm bore of drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in complete all as specified and directed.

Material and labour for salt glazed stone ware SGSW drain pipes of Grade 'A' 150mm bore laid in trenches and jointed as specified.

Material and labour for bends for salt glazed stone ware (SGSW) pipes of bore 150mm laid in trenches and jointed complete all as specified and directed by Engineer-in-Charge.

Material and labour for Single 'Y' junctions for salt glazed stone ware (SGSW) pipes of bore 150mm complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC (1:3:6) type C1 (Using 20mm graded stone aggregate) as in bed plates, coping etc including form work complete all as specified and directed by Engineer-in-Charge.

Material and labour for PCC (1:2:4) type B1 (Using 20mm graded stone aggregate) as in channels, benching of manhole, laid to shape and slope and finished even and smooth using extra cement including all form work etc complete all as specified and directed by Engineer-in-Charge.

Extra for forming fair finished drain or channel, 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred, stopped ends, complete all as specified and directed by Engineer-in-Charge.

Material and labour for precast cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as in precast RCC manhole covers including all form work and set in CM 1:4 complete all as specified and shown on drgs.

Material and labour for mild steel TMT bar 8mm dia, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binging with and including mild steel wire(annealed) not less than 0.90mm dia or securing with clips complete all as specified and shown on drgs.

Supply and fixing 100mm internal dia sand cast, cast iron soil, waste and vent pipes in any length with or without ears with cement joints fixed to walls complete all as specified and directed by Engineer-in-Charge.

Material and labour for walling of random rubble stone masonry uncoursed well bounded, bedded and solidly hearted built in CM 1:6.

Material and labour for pre cast cement concrete (1:3:6) type C1 using 20 mm graded aggregate and setting in CM 1:6 concrete in joints to match as in bond stone.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified of random rubble walling with maximum depression on face from straight edge held against the dressed surface not exceeding 20mm lime or sand stone, complete all as specified and directed by Engineer-in-Charge.

Material and labour for raised pointing to random rubble masonry uncourded or brought upto courses in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

Supply and fixing PVC (SWR) pipe 110 mm bore single socketed in any length with rubble ring joints as in weep holes, laid in trenches or in floors complete all as specified and directed by Engineer-in-Charge.

Returning filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm thick in hard/dense soil complete all as specified and directed by Engineer-in-Charge.

Removing excavated material soil exc 1.50Km but not exc 5Km and depositing where directed complete all as specified and directed.

M S BANSI LAL CONSTRUCTION CO (BID ID -3053388)

A S CONSTRUCTION (BID ID -3060650)

A K JAIN AND SONS (BID ID -3052312)

Shri Karshni Builders (BID ID -3052430)