REPAIR/REPLACEMENT OF SEWER LINES AND MANHOLES AND REPAIR TO DRAIN CULVERTS AND FOOTPATHS AT SHANKAR VIHAR UNDER AGE B/R-II (S) OF GE (SOUTH) DELHI CANTT-10

Amount

De-silting of sewer line 150/200mm dia with mechanical device like super sucker machine, high pressure jetting machine/gantry machine or any other mechanical device & there after removing the sludge out side the defence land 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 for manholes and sewage line and getting out in soft/loose soil complete all as specified and directed by Engineer-in-charge

All as per Item No 02 but here-in-before depth exc 1.5m but n.exc. 3.00m

All as per Item No 02 here-in-before but depth exc 3.00m but n.exc. 4.5m

Demolition of cement concrete of any description and any position complete all as specified and directed by Engineer-in-charge

Demolition and breaking up drain pipe 150mm internal dia of pipe (salt glazed were, AC or Reinforced concrete) set in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge

All as per Item No 06 but here-in-before bore of pipe 200mm.

All as per Item No 06 but here-in-before bore of pipe 300mm.

M&L for concrete bed to drain in PCC 1:3:6 type C2 including packing under and haunching against the sides of pipes after they are laid and tested in bore of pipe 150mm complete all as specified and directed by Engineer-in-charge

All as per item No 09 but here-in-before bore of pipes (internal dia of pipe) 200mm complete all as specified and directed by Engineer-in-charge

All as per item No 09 but here-in-before bore of pipes (internal dia of pipe) 300mm

S&F salt glazed stone ware drain pipes laid in trenches and jointed as specified internal dia of pipe 150mm complete all as specified and directed by Engineer-in-charge

All as per item No 12 but here-in-before internal dia of pipe 200mm

All as per item No 12 but here-in-before internal dia of pipe 300mm

Cutting into existing manholes for connection new drain pipe 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 benching as required internal dia of pipe 150mm complete all as specified and directed by Engineer-in-charge

All as per Item No 15 but here-in-before internal dia of pipe 200mm

Demolition of brick work built in cement mortar of any descritpion complete all as specified and directed by Engineer-in-charge.

M&L for brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge

M&L for 15mm thick cement Plaster in Cement Mortar 1:4 on faces of brick/ concrete surface, finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge

M&L for cement concrete 1:2:4 type B1 (using 20mm grade stone agregate) as in coping etc including from work complete all as specified and directed by Engineer-in-charge

S&F in repairs for door plate 100mm dia CI pipe fixing with nut, bolt and rubber washer etc complete all as specified and directed by Engineer-in-charge

S&F in repairs for door plate 75mm dia CI pipe fixing with nut, bolt and rubber washer etc complete all as specified and directed by Engineer-in-charge

S&F in repairs 100mm dia CI pipe including necessary repair to cement floor/ wall etc and making proper functioning of pipe lines jointing with cement mortar complete all as specified and directed by Engineer-in-charge

S&F in repairs 75mm dia CI pipe including necessary repair to cement floor/ wall etc and making proper functioning of pipe lines jointing with cement mortar complete all as specified and directed by Engineer-in-charge

S&F in repair Cast iron bends any radius, diminishing pieces or tapers 100mm bore complete all as specified and directed by Engineer-in-charge

Taking down eaves gutters and rain water pipes (any size or pattern) , including all fittings , heads, shoes, bends,swann necks, etc including cleaning or refixing or removal to store complete all as specified and directed by Engineer-in-charge

M&L for 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed by Engineer-in-charge

M&L 110 mm dia PVC (SWR) bends any radius complete all as specified and directed by Engineer-in-charge

M&L for 75 mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed by Engineer-in-charge

M&L 75 mm dia PVC (SWR) bends any radius complete all as specified and directed by Engineer-in-charge

Returning, filling including spreading, levelling, watering and well ramming in layers n.exc 25cm complete all as specified and directed by Engineer-in-charge

Removing excavated materials exc 50m but nexc 250m at a level n.exc. 1.50 above the starting point and depositing where complete all as specified and directed by Engineer-in-charge

S&Fin repairs, SFRC main hole cover 70mm thick of any size with angle iron frame set in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge

Taking down cement or cement line plaster on bricks on storne walls etc incl racking out joints, heacking for key, scrubbing down with water complete all as specified and directed by Engineer-in-charge

M&L for Neeru finish to plastering complete all as specified and directed by Engineer-in-charge

M&L for Preparation of new surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and directed by Engineer-in-charge

Demolition of reinforced cement concrete of any discription and in any position . Including cutting of reinforcement to faciliate demolition complete all as specified and directed by Engineer-in-charge

M&L for Precast Cement concrete Type B1 1:2:4 (20 mm graded stone aggregate ) as in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4 complete all as specified and directed by Engineer-in-charge

M&L for TMT steel bars 10mm dia and over, 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 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-charge

All as per Item No. 39 but here-in-before 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed by Engineer-in-charge

Dismantling wrought iron or mild steel/cast iron work of any description complete all as specified and directed by Engineer-in-charge

M&L for Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe-290 Gde-E-165 complete all as specified and directed by Engineer-in-charge

M&L for two coat Synthetick enamel paint over a coat of red oxide zinc chome primer with preparation of new or previously untreated surface of steel and iron work over 10cm in width or girth, not otherwise described complete all as specified and directed by Engineer-in-charge

M&L for 100 mm thick Cement concrete type C- 1, 1:3:6 (20mm graded aggregate) as in sub base complete all as specified and directed by Engineer-in-charge

M&L for Chequered cement concrete tiles with grey cement and no pigment 20cm x 20cm x 20 mm thick set, jointed and pointed in cement slurry to Match over 15mm screed bed cement mortar in1:6 in floors complete all as specified and directed by Engineer-in-charge

M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 grade laid over 50mm sand cusion and joints grouted in Cement Mortar 1:4 finished smooth complete all as specified and directed by Engineer-in-charge

M&L for Reinforced concrete pipes, 300 mm dia, Class NP2, laid and jointed complete with collars complete all as specified and directed by Engineer-in-charge

M&L for Reinforced concrete pipes, 450 mm dia, Class NP2, laid and jointed complete with collars complete all as specified and directed by Engineer-in-charge

M&L for 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed by Engineer-in-charge

Cleaning of drains/culverts by completely removing silt, soil, mud, sludge, vegetation growth, stone etc, width of drain not exceeding 30cm and removing the sludge outside the defence land all as per existing rules and regulations of civil authorities complete all as specified and directed by Engineer-in-charge

All as per Item No 51 but here-in-before Width of drain exceeding 30cm and not exceeding 60cm complete all as specified and directed by Engineer-in-charge

All as per Item No 51 but here-in-before Width of drain exceeding 60cm and not exceeding 150 cm complete all as specified and directed by Engineer-in-charge

Note:- The contract sum shall be after deducting the amount of Credit shown in Credit Schedule of this Tender.

M/S.Parmod Johar