REPAIR/CLEANING OF SEWAGE LINE, MANHOLES, SEPTIC TANKS, SOAKWELLS FOR UNITS OTHER THAN MH,MDC UNDER AGE(HOSP) OF GE(U) E/M MEERUT CANTT

Amount

Taking down/ removing manhole cover, cleaning of manholes of any depth and size by taking out sludge , mud, muck etc. well flushing using adequate water and making it clear for smooth flow of sewage and removing the sludge/ sewage to a distance exceeding 250 M but not exceeding 500 M including cutting and clearing of bushes 2 M all around the manhole and resetting the manhole cover, making the area neat,clean by sprinling fresh unslaked lime and burying the sludge in pits and covering with earth complete all as specified and directed by EIC.

Cleaning of horizontal sewage line of any dia upto and including 150mm by rodding, well flushing using adequate water and making it clear for smooth flow of sewage (manhole to manhole or Gully Trap to Manhole) including desludging the manholes on both ends and cleaning to entire satisfaction of EIC and removing the sludge / sewage to a distance exceeding 150M and not exceeding 200M away from site including resetting the manhole cover in CM 1:4 and making the area neat and clean complete all as specified and directed.

Cleaning away all grass vegetation, saplings, shrubs, brush wood under growth and roots for making approach and around septic tanks, soakwells, manholes to manholes for sewage line and removing the rubbish to a distance not exceeding 50 M and deposting as directed by Engineer-in-Charge.

Cleaning the blockage of P trap/S Trap of WC , gully trap, floor traps, Nahani trap completely enable the sewage to flow freely to 1st manholes, by taking off the grating for removal of sludge and burrying in the ground etc. and resetting the grating after cleaning and removing the sludge and other materials from the manholes/FT/NT and GT by suitable means and removing all the materials obtained from the manholes outside MD land and clearing the complete area including making good any damages to the line or manhols complete all as specified and directed.

Cleaning of septic tanks and soak wells by taking out sludge , sludge clay and any other rubbish, by means of mechnical suction motor mounted on vehicle or my any other means and removing ouside MD land in closed contained and dumping in low lying area as directed by EIC, washing the top of septaic tanks & soak wells and surrounds with fresh water and sprinkling fresh unslaked lime to make hygeinic complete all as specified and directed by EIC. (Note : Volume of sludge after dewatering shall only be measured for the purpose of payment to Contractor.)

Cleaning of septic tanks and soak wells by taking out sludge , sludge clay and any other rubbish, by means of mechnical suction motor mounted on vehicle or my any other means and removing to a distance excd 2.5Km and not exceeding 3 KM in closed contained and dumping in low lying area as directed by EIC, washing the top of septaic tanks and soakwells and surrounds with fresh water and sprinkling fresh unslaked lime to make hygeinic complete all as specified and directed by EIC. (Note : Volume of sludge after dewatering shall only be measured for the purpose of payment to Contractor.)

Dewatering of septic tanks and soak wells by pumpset of taking out stagnated water or my any other means and removing outside MD land in closed contained and dumping in low lying area as directed by EIC. (Note : Volume of water water pumped and disposed of shall only be measured for the purpose of payment to Contractor.)

Dewatering of septic tanks and soak wells by pumpset of taking out stagnated water or by any other means and removing to a distance excd 2.5Km and not exceeding 3 KM in closed contained and dumping in low lying area as directed by EIC. (Note : Volume of water water pumped and disposed of shall only be measured for the purpose of payment to Contractor.)

M&L construction of soakwell 2.4M dia Marked "d" and 3 .5M effective depth marked "h" and over all depth 4.5 M complete all as specified and shown in drawing No. TD-309

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundations etc. or for shafts, well cess pits, manholes,pier holes, laying of pipe and cables etc. but not exceeding 10 sqm on plan including dressing/trimming sides and levelling/grading & ramming bottom of excavation and getting out in soft/loose soil complete all as specified.

Returning ,filling in , including spreading , levelling , watering and well ramming in layer not exceeding 25 cm thick in soft/loose soil complete all as specified.

Removing excavated material ( soils) not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified.

M&L Plain Cement concrete 1:3:6 type C2 using 40mm graded crushed stone aggregate in foundations, filling and mass concrete complete all as specified.

M&L plain cement concrete type B1 ( 1:2:4) using 20 mm graded stone aggregate as lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in (roof kerbs or mud stops, rounded or chamfered on edges), water troughs and the like including weathering , slightly rounded or chamfered angles and throating, as directed including necessary formwork complete all as specified.

M&L precast cement concrete 1:2:4 type B1 as in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:6 complete all as specified.

M&L Reinforced Cement concrete 1:2:4 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.

Demolition Brickwork or stone boulder masonry/PCC block masonry , built in cement mortar or cement lime mortar including all quoins,arches, pillars,etc. but excluding ashlar facings, dressed stonework and precast concrete articles and M&L Brickwork with old size fly ash bricks., straight or curved on plan exc 6 m mean radius , built in CM 1:6, complete all as specified and directed.complete all as specified.

Use and waste of formwork to flat soffits of suspended deck slabs, floor slabs, landings and similar work; not exceeding 200 mm thick ( Horizontal or sloping) surfaces finished fair as specified in SSR Part-I Clause 4.11.16.2(b) as specified complete all as specified.

Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening in concrete walls, floor and roofs exceeding 10 cm and not exceeding 20 cm wide and sides of RCC/PCC bands in walls , horizontal or sloping and similar work surfaces finished fair in forms complete all as specified.

M&LHigh strength deformed bars or twisted bars ( TMT) 10 mm dia and over as in reinforcement , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire ( annealed) not less than 0.90 mm dia. or higher complete all as specified.

M&L High strength deformed bars 6 to 8 mm dia ( TMT) as in reinforcement , cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90 mm dia. complete all as specified.

Taking down cement plaster on brick or stone walls , concrete block walls etc. including racking out joints, hacking for key, scrubbing down with water, any description etc. and removing of the rubbish complete all as specified .

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

M&L 100 mm internal dia Salt - glazed stone ware drain pipes, Class 'SP2' laid in trenches and jointed as specified.

M&L 150 mm internal dia Salt - glazed stone ware drain pipes, Class 'SP2' laid in trenches and jointed as specified.

M&L Plain cement Concrete ( 1:4:8) type D2 bed to 100 mm bore drain pipes including packing under , and haunching against the sides of pipes after they are laid and tested ;in complete all as specified.

M&L Plain cement Concrete ( 1:4:8) type D2 bed to 150 mm bore drain pipes including packing under , and haunching against the sides of pipes after they are laid and tested ;in complete all as specified.

Taking down old unserviceable PVC pipe and S&F 110 mm bore PVC (SWR) pipes single socketed ISI marked IS-13592 , type 'B , pressure rating 6 Kg /cm square in any length with rubber ring joints/ solvent ( conforming to IS-14182) cementing joints fixed to walls complete all as specified.

Taking down old unserviceable PVC pipe and S&F 75 mm bore PVC (SWR) pipes single socketed ISI marked IS-13592 , type 'B , pressure rating 6 Kg /cm square in any length with rubber ring joints/ solvent ( conforming to IS-14182) cementing joints fixed to walls complete all as specified.

Taking down of existing old unserviceable bends and S&F PVC (SWR) bends ( ISI marked) 110 mm bore complete all as specified

Taking down old unserviceable PVC bends and S&F PVC (SWR) bends ( ISI marked) 110 mm bore with access door complete all as specified

Taking down old unserviceable PVC bends and S&F PVC (SWR) bends ( ISI marked) 75 mm bore complete all as specified

Taking down of old unserviceable PVC branch and S&F PVC (SWR) Branch piece , single ( single Y ) equal or unequal 110mm bore complete all as specified

Taking down of old unserviceable PVC branch and S&F PVC (SWR) Branch piece , single ( single Y ) equal or unequal 75mm bore complete all as specified

Taking down old unserviceable branch piece and S&F PVC (SWR) branch piece , double ( double Y ) equal or unequal 110mm bore with access door complete all as specified

Taking down old unserviceable branch piece and S&F PVC (SWR) branch piece , double ( double Y ) equal or unequal 75mm bore with access door complete all as specified

Taking down old unserviceable PVC cowl and S&F PVC ( SWR ) vent cowl 110mm bore complete all as specified

Cutting into existing manholes for connecting 150 mm internal dia new drains, making good to pipe and rendering ,cutting out existing benching for and forming branch channel ( 1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished , and reforming benching complete all as specified.

Taking down of existing unserviceable wash down water closet with seat cover and S&F Vitreous China white wash down water closet ( padestal pattern) , including fixing bolts, plastic closet seat, black, closed pattern with recessed bottom and cover and mild steel CP hinging device, including connection to drain pipe, and to flushing pipe and antisyphonic pipe etc. complete all as specified and details herebelow :- (a) Water closet white cat No. 20012 of Hindware, Seat and cover Premium white of Make Hindware or equivalent of other sepcified make as approved by GE.

Taking down existing unserviceable water closet and S&F Vitreous china, white, Squatting pan ,'Orrisa' pattern size 580x440mm with integral footrests water closet) , front or back inlet complete , connection to drain pipe and to flushing pipe , antisyphonage pipe etc complete including making good to floor to match with the exisitng all as specified and details herebelow :- (a) Water closet white cat No. 20004 of Hindware (580x440), equivalent of other sepcified make as approved by GE.

Demolition of RCC in Roofs, floors ( other than ground floors), beams, staircases, landing, chajjas and simila, reinforced cut to facilitate demolition complete all as specified.

Demolition and breaking up drain pipes ( salt glazed ware, AC or Reinforced concrete/ PVC pipe ) set in cement mortar , internal dia. 100 mm complete all as specified.

Demolition and breaking up drain pipes ( salt glazed ware, AC or Reinforced concrete/ PVC pipe ) set in cement mortar , internal dia. 150 mm complete all as specified.

Maa Vaishno Enterprises

mohanlal gupta