REAPIR REPLACEMENT AND CLEANING OF SEWAGE LINE DRAIN MANHOLE RCC SLAB IN CHARARI N2 ROAD KAJIKHERA SUNHASH ROAD AGV AND JK AT AFS UNDER GE AF BR CHAKERI KANPUR

Amount

Cleaning of the chocked / blocked sewage lines of any bore upto a depth not exceeding 1.5 m through mechanically by Jet Machine or any mechanical means between manholes and removing muck sludge/silt/liquid mud etc (including foul position) from pipes including taking down cover slab of any type, thickness and size carefully and refixing in same position after necessary cleaning and removing the cleaned sludge out side of MD land in sealed containers on same day complete all as specified and directed.

Ditto all as per item No.1.00 above but upto a depth exceeding 1.5 m and not exceeding 3 m depth.

Ditto all as per item No.1.00 here-in-before but upto a depth exceeding 3.0 m and not exceeding 4.5 m depth.

Opening cleaning of the chocked / blocked manholes / septic tanks/Gully trap/Nahani Trap/Floor trap, not exceeding upto a depth 1.5 m, mechanically by Jet Machine or any mechanical means opening the covers, removing liquid/sludge mixed liquid under any position including foul condition and cleaning the inlets and outlets etc with water, placing the cover back in position and disposing off the same in sealed container on same day out side of MD land complete all as specified and directed. Note- Complaint for one Qtr upto & including first manhole shall be treated as one job.

Ditto all as per item No.4.00 here-in-before but upto a depth exceeding 1.5 m and not exceeding 3.0 m depth.

Ditto all as per item No.4.00 here-in-before but upto a depth exceeding 3.0 m and not exceeding 4.5 m depth.

Demolition or breaking up drain pipes 150 mm internal dia of bore (salt glazed ware AC or reinforced concrete) set in cement mortar including breaking and removal of bedding and haunching complete all as specified and directed.

Ditto all as per item No.7.00 here-in-before but for 200 mm internal dia.

Ditto all as per item No.7.00 here-in-before but for 300 mm internal dia.

Demolition of brick work masonary, bult in cement mortar including all quoins, arches, pillars, etc. complete all as specified and directed.

Demolition of reinforced cement concrete such as roofs, floors, slab cover, beams, landing and similar suspended work complete all as specified and directed.

Demolition of plain cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) including disposal of old materials out of MD land complete all as specified and directed.

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

M & L for precast reinforced cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate for cover slab set in CM (1:6) including necessary form work complete all as specified and directed.

M & L for plain cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in coping/benching including necessary form work complete all as specified and directed.

M & L for earth work in excavation of any type of soil by mechanical means (Hydraulic excavator) / manually in foundation trenches or drains/laying of sewage pipe or similar work (not exceeding 1.5 m in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus soil out of MD land complete all as specified and directed.

Ditto all as per item No.16.00 here-in-before but exceeding 1.5 m depth but not exceeding 3.00 m depth.

Returning filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil complete all as specified and directed.

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

M & L for brick work with old size sub class 'B' bricks straight or curved on plan exceeding 6.0 m mean radius built in (1:6) cement mortar complete all as specified and directed.

Ditto all as per item No.20.00 here in before but except bricks.

Cutting into existing manholes for connecting new drain of 150 mm dia and over, making good to pipes and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in PCC (1:2:4) type B-1 using 20 mm graded stone aggregate smooth finished and reforming benching as required complete all as specified and as directed.

S & F 150 mm bore, Reinforced concrete pipes, class NP-3 with collars laid and jointed with cement mortar (1:2) with jute complete all as specified and as directed.

Ditto all as per item No.23.00 here-in-before but of 200 mm dia.

Ditto all as per item No.23.00 here-in-before but of 300 mm dia.

M & L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in bed to drain pipes of 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.

Ditto all as per item No.26.00 here-in-before but for 200 mm dia.

Ditto all as per item No.26.00 here-in-before but for 300 mm dia.

Dismantling of cast iron or reinforced concrete drain pipes 100 mm dia, jointed in cement mortar and taking out from trenches, if required complete all as specified and directed

Dismantling of cast iron or reinforced concrete drain pipes 75 mm dia, jointed in cement mortar and taking out from trenches, if required complete all as specified and directed

S & F of 100 mm dia spun cast, cast iron soil waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floor or on wall upto 12 m height complete all as specified and directed.

Ditto all as per item No.31.00 here in before but for 75 mm dia

S & F 75 mm bore cast iron bends any radius, 'T'/'Y' complete all as specified and directed.

S & F 100 mm bore cast iron bends any radius 'T'/'Y' complete all as specified and directed.

Taking down cement plaster on Brick or Stone walls etc including racking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed.

M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement plaster (1:4) mixed with and including water proofing compound, finished even and smooth without using extra cement complete all as specified and directed.

M & L for rendering 15 mm thick in CM (1:4) on fair faces of brick or concrete surfaces finished even and smooth using extra cement complete all as specified and directed.

M & L for applying three coats of white wash on newly plastered surfaces on wall including preparation of surfaces complete all as specified and directed.

M & L for 75 mm thick PCC (1:4:8) type D-2 using 40mm graded aggregate as in sub base to floor finished rough to receive finishes complete all as specified and as directed.

M & L for providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawn, drive ways or light traffic parking etc. of required strength, thickness, size & shape made by table vibratory method using PU mould, laid in required colour & pattern over and including 50 mm thick compacted bed of fine sand, compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.

Notes for Item Nos 1.00 to 40.00 : - (a) The contractor shall employee adequate numbers of tradesman/labour for timely completion of the complaints as per time frame given below :- (i) Priority-I : Complaints pertains to major water leakage, blockage of sewage upto first manhole, blockage of rain water cutter, flushing cistern will be attended on priority-I and the same will be completed within 4 to 8 hrs. (ii) Priority-II : Complaints pertains to major water leakage, blockage of sewage beyond first manhole, blockage of rain water cutter, put manhole cover, will be attended on priority-II and the same will be completed within 48 hrs. (iii) Priority-III : Complaints pertains to renewal/replacement of sewage line/gutters will be attended on priority-III and the same will be completed within one week. (iv) Contractor or his supervisor shall collect the complaints/job card from JE concerned between 0900 hrs to 1000 hrs on all working days and deposite the same after completion of job duly signed by user/occupants. (v) Summary of complaints will be prepared by the contractor and put up to Engineer-in-Charge on last date of every month. (vi) If contractor shall not attend the complaint as per time frame given in Para (i) to (iii), Rs 500/- per complaint will be recovered from the RAR/Final bill.

SHASHI CONTRACTORS

continentalconstructionco.