SPECIAL REPAIR TO SEWAGE LINES, MANHOLES, SEPTIC TANK AND SOAK WELLS IN AND AROUND PERS LINE OF 151 BASE HOSP AT BASISTHA AREA UNDER GE GUWAHATI

Amount

Demolition of cement concrete (un reinforced) in ground floors and pavings not exc 15 cm thickness complete all as directed.

Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for including cutting of reinforcement as necessary to facilitate demolition complete all as directed.

Demolition of brick work or stone boulder masonary built in cement morter complete all as specified and directed.

Excavation in trenches, not exceeding 1.50 m wide and not exceeding1.50 m in depth and getting out in soft/loose soil complete all as specified and directed.

Excavation in trenches, exceeding 1.50 m wide and depth exceeding1.50 m but not exceeding 3.00 m and getting out in soft/loose soil complete all as specified and directed.

Excavation in over area not exceeding1.50 m in depth and getting out in soft/loose soil complete all as specified and directed.

Excavation in over area of depth exceeding1.50 m but not exceeding 3.00 m and getting out in soft/loose soil complete all as specified and directed.

Excavation in over area of depth exceeding 3.00 m but not exceeding 4.50 m and getting out in soft/loose soil complete all as specified and directed.

Returning, filling in trenches including spreading, leveling, watering and well ramming in layers not exc 25 cm thick in any type of soil complete all as specified and as directed.

Removing of excavated soil to a distance not exc. 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.

Materials and Labour for plain cement concrete (1:4:8) Type D-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.

Materials and Labour for plain cement concrete (1:2:4) Type B-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.

Materials and labour for PCC 1:3:6 Type C-2 (using 40mm graded stone aggregate) as in surface channels and drains including necessary form work complete all as specified and directed.

Materials and labour for forming fair finishing to surfaces of drain/channel 30 cm inner girth in cement concrete ,using extra cement incl forms, moulds etc complete complete all as specified and directed.

Materials and labour for Plain Cement Concrete (1:2:4) type B0 using 12.5 mm graded stone aggt as in coping,railing etc. incl necessary form work and weathering slightly rounded or chamfered angles complete all as specified and directed.

Materials and labour for Precast RCC (1:2:4), Type B-1 (Using 20mm graded stone aggregate) as in cover slabs for manhole etc and similar articles with plain faces and set in cement mortar (1:4) complete all as specified and directed.

Materials and Labour for reinforced cement concrete (1:2:4)type B1 (using 20mm graded stone agregate) as in foundations, including rafts,footings,foundation beams; plinth beams, bases for columns, etc basement slabs,under-reamed piles and mass concrete complete all as specified and directed.

Materials and Labour for reinforced cement concrete (1:2:4)type B1 (using 20mm graded stone agregate) as in walls, retaining walls, basement walls and the like of any thickness above top of footings including attached pillasters and buttresses complete all as specified and directed.

Materials and Labour for reinforced cement concrete (1:2:4)type B1 (using 20mm graded stone agregate) as in Beams, cantilever, lintels over 1.5 m span complete all as specified and directed.

Materials and Labour for reinforced cement concrete (1:2:4)type B1 (using 20mm graded stone agregate) as in Columns, pillars, piers, posts and struts complete all as specified and directed.

Materials and Labour for reinforced cement concrete (1:2:4) type B1(using 20mm graded stone agregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies,deck slabs and in shelves and the like complete all as specified and directed.

Materials and Labour for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surfaces of concrete complete all as specified and directed.

Materials and Labour for form work to faces of walls, retaining wall, abutments, parapets and railing etc for fair finished surface of concrete complete all as specified and directed.

Materials and Labour for formwork to sides and soffits of floor or roof beam lintels, shelves including supports to received fair finished surface of concrete on curved surfaces complete all as specified and directed.

Materials and Labour for form work to sides of pillars, post, struts, and column etc to received fair finished surface of concrete complete all as specified and directed.

Materials and Labour for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar works not exceeding 200mm thick (horizontal or sloping) for fair finished surfaces of concrete complete all as specified and directed.

Materials and labour for Brick work with sub class 'B' bricks straight or curved on plan exc 6.00 m mean radious built in CM (1:4) complete all as specified and directed.

Materials and labour for Brick work with sub class 'B' bricks curved to plan with mean radius not exc 6.00 m with bricks roughly cut to radius built in CM (1:4) complete all as specified and directed.

Materials and labour for Brick work with sub class 'B' bricks straight or curved on plan to any radius in half brick thick wall built in CM (1:4) complete all as specified and directed.

Materials and Labour for loose filling with broken bricks of gauge 80 to 150 mm size in soakage pits/soak wells or any other place including spreading and leveling complete all as directed.

Materials and Labour for mild steel TMT bars 10mm dia and over cut to length, bent to shape as required, including cranking, bending spirally for hooping for columns, hooking ends including mild steel wire (annealed) not less than 0.90mm dia or securing with clips as in main re-inforcement bar complete all as specified and directed.

Materials and Labour for mild steel TMT bars 8mm dia cut to length, bent to shape as required, including cranking, bending spirally for hooping for columns, hooking ends including mild steel wire (annealed) not less than 0.90mm dia or securing with clips as in main re-inforcement bar complete all as specified and directed.

Materials and labour for TMT bars, 8 mm dia and over upto and including 10mm dia ,cut to lenth, bent to shape as required including cranking,bending and binding with mild steel wire(annealed) not less than 0.9 mm dia as in stirrups,spacers,binders etc complete all as specified and directed.

Materials and Labour for 75mm thick PCC (1:3:6) type C2 using 40 mm graded stone aggt as in plinth protection, pavement, path etc finished the surface even and smooth without using extra cement complete all as directed.

Materials and Labour for rendering 15 mm thick cement plaster on fair faces of brick work or concrete surfaces of wall in CM(1:4) mixed with integral water proofing compound as per manufacturer instruction and finished the surface fair and even without using extra cement complete all as specified and directed.(Note- WPC shall be measured and paid separately)

Supply only liquid water proofing compound conforming to IS-2645 complete all as specified.

Materials and Labour for applying two coats of cement base paint over one coat of cement primer on new plastered surfaces of walls including preparation of surfaces complete all as specified and directed.

Materials and Labour for reinforced concrete pipes 150 mm bore, class NP2, laid and jointed complete with collars all as specified and directed.

Materials and Labour for reinforced concrete pipes 200 mm bore, class NP2, laid and jointed complete with collars all as specified and directed.

Materials and Labour for plain cement concrete (1:3:6) type C2 using 40 mm graded stone aggregate as in concrete bed to drain pipes 150 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed

Materials and Labour for plain cement concrete (1:3:6) type C2 using 40 mm graded stone aggregate as in concrete bed to drain pipes 200 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed

Supply and fixing in repairs 110mm bore PVC (SWR) pipes sinlge socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed.

Supply and fixing in repairs 75mm bore PVC (SWR) pipes sinlge socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed.

Supply and fixing in repairs 110mm bore PVC (SWR) pipes sinlge socketed in any length with rubber ring joints , fixed to walls, complete all as specified and as directed.

Supply and fixing in repairs 75mm bore PVC (SWR) pipes sinlge socketed in any length with rubber ring joints , fixed to walls, complete all as specified and as directed.

Supply and fixing 110mm bore PVC (SWR) bends any radius complete all as specified and directed.

Supply and fixing 75mm bore PVC (SWR) bends any radius complete all as specified and directed.

Supply and fixing 110mm bore PVC (SWR) junction, single (single 'T') equal or unequal complete all as specified and directed.

Supply and fixing 75mm bore PVC (SWR) junction, double (double 'T') equal or unequal complete all as specified and directed.

Supply and fixing 110mm bore PVC (SWR) branch piece, single (single 'Y') equal or unequal, complete all as specified and directed.

Supply and fixing 75mm bore PVC (SWR) branch piece, single (single 'Y') equal or unequal, complete all as specified and directed.

Supply and fix 110 mm bore UPVC (SWR) vent cowl, complete all as specified and directed.

Supply and fixing in repair PVC (SWR) Nahani trap,75 mm dia with grating including jointing with solvent cemnt complete all as specified and directed.

Supply and fixing in repair PVC (SWR) Gully trap,125x110 mm including jointing with solvent cemnt complete all as specified and directed.

Supply and fixing in repair PVC (SWR) 'P' trap,125/110 mm bore including jointing with solvent cemnt complete all as specified and directed.

Supply and fixing stack clamps made out of 50 mm by 5 mm flat iron and 16mm dia round iron stays,bolts and nuts and securing ends of stays to wall or roof suitable for 110 mm dia PVC pipe including drilling holes and fixed to walls with nails etc complete all as specified and directed.

Supply and fixing stack clamps made out of 50 mm by 5 mm flat iron and 16mm dia round iron stays,bolts and nuts and securing ends of stays to wall or roof suitable for 75 mm dia PVC pipe including drilling holes and fixed to walls with nails etc complete all as specified and directed.

M/S SR BUILDERS

M/S SEWAK SINGH