CLEANING AND REPAIR OF SEWAGE LINE MANHOLES DRAIN FENCING PATH ETC AT 21 SIGNAL GP ANAND PARBAT UNDER GE NORTH DELHI CANTT10

Amount

Cleaning of EWCs, IWCs, bottle traps, Nahani Traps, Gully traps and Floor traps etc and CI/PVC pipes all types top to bottom including junctions etc, cleaning of sewage line upto GT complete all as specified and as directed.

Cleaning of manhole up to 1.00 meter depth any size of manhole and taking out sludge and depositing the same in notified area by Municipal Corp of Delhi for dumping or out side Defence land complete all as specified and as directed.

Cleaning of manhole depth exc1.00 meter and n exc 2.00 meter of any size of manhole and taking out sludge and depositing the same in notified area by Municipal Corp of Delhi for dumping or out side Defence land complete all as specified and as directed.

Cleaning of sewage line from GT to Ist manhole complete all as specified and as directed. Note:-Cleaning of sewage line of daimeter upto 100mm to 150mm

Cleaning of sewage line 100 mm dia from manhole to man hole by manual/ mechanicalrooding removing all sludge/waste aqnd making the line functional incl depositing of all waste etc out side MOD land complete all as specified and as directed.

Cleaning of sewage line 150 mm dia from man hole to man hole by manual/ mechanical roding, removing all sludge/waste and making the line functional incl depositing of all waste etc out side MOD land complete all as specified and as directed.

Cleaning of sewage line 200 mm dia from man hole to man hole by manual/ mechanical roding, removing all sludge/waste and making the line functional incl depositing of all waste etc out side MOD land complete all as specified and as directed.

Dewatering/desludging of septic tanks, soakage wells etc of any depth, cleaning of all sludge, silt residue of both organic and inorganic nature by manual labour or by mechanical scrappers etc and burried off the same out side the defence area notified by Municipal Corporation of Delhi all as specified and as directed by Engr-in-Charge.

Cleaning of sewage line, man holes exc 1.25 m depth and septic tank etc using mechanically oprated Hydraulic pressure machine equpied with jet and suction pressure cleaning all as specified and directed.(08 working hours for one job). Note work will be executed in foul condition

S&F in repair 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to walls with clamps etc including taking out/dismantling of old pipes complete all as specified.

All as per item No 10 above but bore of pipe in 110 mm.

S&F in repair 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floor etc including taking out/dismantling of old pipes complete all as specified.

S&F in repair PVC (SWR) bends any radius bore 75 mm with access door

S&F in repair PVC (SWR) bends any radius bore 110 mm with access door

S&F in repair PVC (SWR) junction single , (Single T) equal or unequal bore 110 mm with access door

S&F in repair PVC (SWR) couplers bore 110 mm with access door

S & F in repair for precast fibre reinforced cement concrete Manhole cover (Ist quality) including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of overall Size 500mmx500mmx 80mm complete all as specified and as directed.

S & F in repair precast fibre reinforced cement concrete Manhole cover (Ist quality) including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of overall Size 500mm x1000mmx80mm omplete all as specified and as directed.

S & F in repair precast fibre reinforced cement concrete Manhole cover (Ist quality) including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of overall Size 600mm dia x80mm thick complete all as specified and as directed.

Excavation in any type of soil in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out complete all as specified and as directed.

Returning filling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in soft/loose soil complete all as specified and as directed.

Removing excavated material not exceeding 50M and depositing where directed at a lavel not exceeding 1.5m above the starting point, soil omplete all as specified and as directed.

M&L for cement concrete 1:3:6 type C-2 using 40mm graded stone aggregates incl packing under and haunching against the sides for 150mm internal dia SGSW / RCCpipes after they are laid and tested including demolition of old bed and pipes omplete all as specified and as directed. (thickness of concrete bed 100mm).

All as per ser item No 23 above here-in-before but for 200 mm internal dia SGSW pipes (thickness of concrete bed 150mm).

Supply and laying, jointing 150mm internal dia of salt glazed stoneware pipes grade 'A' incl testing and laid in trenches to a level on concrete bed complete all as specified.

All as per item No.25 here-in-before but 200mm internal dia of salt glazed stoneware pipes grade 'A' .

S & F Reinforced concrete pipes, class NP2 of internal dia 600 mm laid and jointed complete with collars

Cutting into existing manholes for connecting new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 or 3/4 section ) in cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate finished smooth and reforming benching as required for 150mm dia pipes omplete all as specified and as directed.

Demolition of brick/stone masonry built in CM. all as specified.

M&L brick work with sub class B bricks straight or curved on plan to any radius built in CM 1:4 all as specified.

M&L for cement concrete 1:2:4 type B-0, using 12.5mm graded stone aggregate as in coping and similar work incl necessary form work to obtain a smooth finishes complete all as specified and as directed.

Demolition of cement concrete in ground floor (unreinforced) and pavings including tiles etc ,n exc 15cm thickness (below or above ground level) complet all as specified.

M&L for cement concrete 1:4:8 type D2 (40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete.

M&L for PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) as in surface channels, drains, side guide wall including all necessary form work complete all as specified and directed.

M&L extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and directed.

Add or deduct for each 25 mm girth or part thereof over or under 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and directed.

Taking down cement plaster on brick walls built in cement mortar including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed.

M&L for 15 mm thick ready mix cement plastering over brick wall in cement mortar 1:4 finished even and smooth and including raking out joints, hacking for key, scrubbing down with water etc.completeall as specified

M&L for plain cement concrete 1:3:6 type C-1 using 20mm graded stone aggregate, 75mm thick as in plinth protection/pavment and the like, finish the surfaces even and fair without using extra cement all as directed and specified

M & L machine precast colour concrete decorative interlocking paver block of a with grey cement and pigment any shape and size confirming to IS15658-2006 of 60mm thickness M-35 Gde complete all as specified.

M & L sand filling under floors including watering and consolidation.

M & L pre-cast cement concrete kerb stone type B-0(12.50 mm graded Aggregate) and setting in CM 1:4 complete all as specified.

M&L for two coats of synthetic enamel paint on new concrete painted surfaces including preparation of surfaces of any description not otherwise descriped over 10 cm width or grith complete all as specified and directed.

Demolition of cement concrete (reinforced) of any description and in any position not other wise specifically provided for all as specified.

S & F for precast reinforced cement concrete Manhole covers in 1:2:4 using 20 mmgraded stone agg and set in CM 1:4 all as specified and directed by Engineer-in-Charge.

M&L for mild steel TMT bars 10 to 12mm dia and over, cut to length, bent to shape required including cranking bending, spirally for hooping end and binding with and incl mild steel wire (annealed) not less than .9mm dia or securing with clips quality confirming Fe 410S or Fe-410O

Schedule of Credit- Total contract sum shall be calculated after deduction of Sch of Credit amount Credit amount - 64,325.00

SARTHEE CONSTRUCTION CO.

STAR CONSTRUCTION CO

M/S AADI ENTERPRISES

QUALITY CONSTRUCTIONS CO

The new hut furnitures

S.K. ENGINEERS