REPAIR AND CLEANING OF SEWAGE LINE SEPTIC TANK AND CONNECTED WORKS AND REPAIR TO PATH HARD STANDING AND INTERLOCKING TILES CHEQUERED TILES AT AF STN NAJAFGARH UNDER GE AF TUGHLAKABAD

Amount

M&L for cleaning of all blockage of WC, Bath, Kitchen, WHB, Traps, Soil waste/Vent pipe (Vertical or laid in trenches/floor any type and size), sewage line upto 1st man hole pits and 1st manhole of any section/depth any situation by way of cleaning/dislodging manholes by using any type of manualy or mechanically or by way of any other suitables means including foreign materials from manholes, traps, pits where required and directed by Engr-in-Charge and keeping the sewage system upto 1st manhole functional in perfect condition including final drop out from upto 1st manhole (Working in final condition with taking precautationary measures equiptment shall be provided as required or applicable) all as specified and directed. Note : (I) The rates quoted in the above item includes cost of T&P like rods, bamboos, etc complete. (ii) Minimum 2 persons sewer man shall be deployed by contractor and they shall be present on all working days from 0830 hrs to 1700 hrs for maintenance of sewage lines .The persons will be detailed by JE/AGE concerned every morning for attending complaints on daily basis. (iii) The complaint has to be rectified within 08 hrs as given in complaint register, failing which penalty will be imposed @ Rs.100/- per complaint day.

Cleaning/clearing of sewage line (beyond 1st manhole) dia of pipe 100 mm and over bore of any description under ground any depth, removing any type of blockage from manhole to manhole by maual rodding//mechanical rooding by jet pressure rodding set etc all as directed by Engineer-in-Charge. The contractor himself arrange ie equiped with pressure jetting machine with 5000 Ltr water Tank.

Desludging and Cleaning/clearing of existing manholes (excluding 1st manhole) of any size any shape n exc 1.50 m deep by removing sludge, waste, debries etc from man holes and cleaning with water incl diposing of all sludge, waste debries etc outside Defence land.

Desludging and Cleaning/clearing of existing manholes (excluding 1st manhole) of any size any shape exc 1.50m and n exc 3.00 m deep by removing sludge, waste, debries etc from man holes and cleaning with water incl diposing of all sludge, waste debries etc outside Defence land. Note for Item No 3 & 4 :-:- During desludging & cleaning manholes of central sewage line necessary arrangement for continuous flow of line through bypass system by Pump/Municipal corpon truck, tractor for avoid blockage of all line and rate for the same shall be included.

M&L for dewatering /de-sludging of soakage well and Dewatering of liquid or semi liquid waste by water sucking hydraulic pressure machine including cleaning of all sludge silt residue of both organic & inorganic nature by manual labour or by mechanical scrappers etc in any position & disposal off all the waste out side defence area. The de-sludging of sewage soakage well is to be carried out up to the bottom slab of sewage sump/sewage/soakage well complete. The sewage well wall & bottom slab to be cleaned by water with high pressure upto entire satisfaction of Engr-in-charge. Necessary safety precaution to be adhere during working. Note: The rates included for hydraulic pressure machin of this item.

Excavating in trenches not exc 1.5m wide and not exc 1.50 m depth, for foundations, etc, or for shafts, wells, cesspits, manholes, pier holes, etc and not exceeding 10 square meter on plan for manholes etc and getting out in soft/loose soil complete all as specified and directed.

Excavating in trenches not exc 1.5m wide and exceeding 1.50 m and n exc 3.00 m depth for foundations, etc, or for shafts, wells, cesspits, manholes, pier holes, etc and not exceeding 10 square meter on plan for manholes etc and getting out in soft/loose soil complete all as specified and directed.

Returning filling in with approved excavated soil including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed.

Removing excavated soils to a distance not exceeding 50 metres and depositing where directed at a level nexc. 1.5 metre above the starting point complete all as specified and directed.

Demolition and breaking up drain pipes 150mm dia salt glazed stone ware AC or rein forced concrete pipe incl PCC haunching etc set in cement mortar including removal from site complete all as specified and directed by Engr-in-charge

Demolition and breaking up drain pipes 200mm dia salt glazed stone ware AC or rein forced concrete pipe incl PCC haunching etc set in cement mortar including removal from site complete all as specified and directed by Engr-in-charge

Demolition and breaking up drain pipes 300mm dia salt glazed stone ware AC or rein forced concrete pipe incl PCC haunching etc set in cement mortar including removal from site complete all as specified and directed by Engr-in-charge

M&L for Salt glazed stoneware drain pipes 150mm grade ‘A’internal dia laid in trenches and jointed complete all as specified and directed by Engr-in-Charge.

M&L for 150mm reinforced conerete pipes,class NP3 and jointed with collars complete all as specified and directed by Engr-in-Charge.

M&L for cement concrete 1:4:8 type D-2 for 150mm bore of pipe as concrete bed to drain pipes including packing under and haunchng against the sides of pipes after they are laid and tested complete all as specified and directed by Engr-in-Charge

M&L for Salt glazed stoneware drain pipes 200mm grade ‘A’internal dia laid in trenches and jointed complete all as specified and directed by Engr-in-Charge.

M&L for 200mm reinforced conerete pipes,class NP3 and jointed with collars complete all as specified and directed by Engr-in-Charge.

M&L for cement concrete 1:4:8 type D-2 for 200mm bore of pipe as concrete bed to drain pipes including packing under and haunchng against the sides of pipes after they are laid and tested complete all as specified and directed by Engr-in-Charge

M&L for 300mm reinforced conerete pipes,class NP3 and jointed with collars complete all as specified and directed by Engr-in-Charge.

M&L for cement concrete 1:4:8 type D-2 for 300mm bore of pipe as concrete bed to drain pipes including packing under and haunchng against the sides of pipes after they are laid and tested complete all as specified and directed by Engr-in-Charge

Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facing dressed stone work and precast concrete articles complete all as specified and directed by Engr-in-Charge.30+6

M&L for brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radious built in CM (1:4) complete all as specified and directed by Engr-in-Charge. 30+6

M&L for Plain Cement Concrete Type C2 1:3:6 using 40 mm graded stone aggrgate as in foundation filling and mass concrete complete all as specified and as directed.

M&L for Plain cement concrete (1:2:4) type B-1, using 20mm graded crushed stone aggregate as in coping including weathering, slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed.

Taking down cement plaster including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engr-in-Charge. 50+50

M&L for 15mm thick rendering in cement mortar 1:4 to stone masonry wall surfaces or on other than fair faces of brick masonary finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge. 150+200

S&F in repair Vitreous China wash down water closet pan (pedestal pattern) white with "P" or "S" Trap front or back inlet fixing bols, PVC seat cover closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device and making all necessary connection complete as directed.

S&F in repair vitreous china squatting pan ORISSA pattern, size 580x440mm white, with integral foot rest including provn of concrete bedding and connection to trap and flushing pipe antisyphonage pipe etc comple incl making good to floor complete all as specified and directed by Engr-in-Charge.

S&F in repair PVC valve less symphonic action type, flushing cistern, low level, white of capacity 10 ltrs with inlet , ball valve, float and handle including brackets complete all as specified and directed by Engr-in-Charge.

S&F in repair vitreous china wash basin, white, flat back, size 550 x 400 mm excluding taps, waste chain & plug & porcelain stopper but including brackets, cutting for and pinning in ends of brackets or erecting stand but exclusive of fixing of supply and waste pipe complete all as specified and directed by Engr-in-Charge.

Dismantling, floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engr-in-Charge.

M&L for 15mm thick screed bed in cement mortar 1:4 for laying of floor finishes complete all as specified and directed by Engr-in-Charge.

M&L for Non skid coloured ceramic tiles 7 to 8 mm thick (square/rectangle) area of each tile exc .06 Sqm but n exc 0.11 Sqm in floor etc set and jointed with cement slurry and pointed with white or coloured cement to match with tiles complete all as specified and directed by Engr-in-Charge.

M&L for non-skid coloured ceremic tiles 7 to 8 mm thk (square/rectangular) area of each tile exc 0.11sqm but n.exc 0.18 sqm, in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed by Engr-in-Charge.

M&L for rendering 10 mm thick on fair faces of brick/concrete work CM 1:4 rough to received tiles rough finished complete all as specified and directed by Engr-in-Charge.

M&L for 450x350x7 mm/300x 200x 7 mm thick glazed ceramic coloured tiles as in vertical surfaces set & jointed in neat cement slurry & pointed in coloured cement to match the shade of tiles complete all as specified and directed by Engr-in-Charge.

M&L for 75 mm thick PCC 1:4:8, type D-2 using 40mm agg as in sub base complete all as specified and directed by Engr-in-Charge. 170+500

M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. 1.75+25

M&L for Machine Pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS- 15658-2006 of 60 mm thickness M-35 grade complete all as specified and directed by Engr-in-Charge. 70+400

M&L for screed bed or bedding layer of mortar, 20 mm thick, in cement mortar 1:6, for laying floor finishes/tiles complete all as specified and directed by Engr-in-Charge. 100+250

M&L for 25 mm thick chequered cement concrete coloured tiles glossy finished of any shape any size set jointed and pointed in neat cement slurry in floors with grey cement and no pigments complete all as specified and directed by Engr-in-Charge. 100+250

M&L for 150 mm pipe Cutting into existing manholes for connecting new drains, making good to pipe aand rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cementt concrete 1:2:4 type B-1 smooth finished, and reforming benching as required complete all as specified and directed.

Taking down 100mm bore CI soil waste and vent pipe fixed on wall/trenches complete including all fittings all as directed

Taking down 75mm bore CI soil waste and vent pipe fixed on wall/trenches complete including all fittings all as directed.

S&F 100 mm bore Cast Iron soil Waste and Vent pipe (sand cast ) in any length with or without ears with cement joints fixed to walls complete all as specified and directed by Engr-in-Charge.

S&F 75 mm bore Cast Iron soil Waste and Vent pipe (sand cast ) in any length with or without ears with cement joints fixed to walls complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls of 110 mm bore size complete all as specified and directed by Engr-in-Charge.

S&F PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls of 75 mm bore size complete all as specified and directed by Engr-in-Charge.

M&L for Precast cement concrete (1:2:4) type B-1, using 20 mm graded crushed stone aggregate as in manhole/drain cover slabs etc including necessary form work and set in cement mortar 1:4 complete all as specified and directed by Engr-in-Charge.

M&L for TMT bars 10 mm dia and over, as reinforcement for concrete cut to length, bent to shape required including cranking, bending, spi-rally hooping for columns, hook-ing ends and binding with and including mild steel wire (an-nealed) not less than 0.90mm dia, complete all as specified and directed by Engr-in-Charge.

M&L in replacement for pre cast perforated RCC drain cover with frame (rectangular or square) the area of each cover should not be more than 0.5 square mtr and thickness of 60mm each with holes manufactured with M-30 grade of concrete by Vibro Compaction process using accurately designed molds and as suitable reinforced to enable the covers to take load as specified i.e 20 MT for Heavy duty (when tested as per IS-12592) complete all as specified and directed by Engr-in-Charge.

Demolition of cement concrete (un-reinforced) in ground floors and pavings not exceeding 15 cm thickness below or above ground level including removal all debries material outside of defence Land complete all as specified and directed.

M&L for Machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and directed by Engr-in-Charge.

M&L for broken stone or boulder hardcore of gauge n exe 63mm deposited, spread and levelled in layers n exe 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engr-in-Charge.

M&L for 75 mm thick PCC C-2, 1:3:6 using 40mm agg as in sub base complete all as specified and directed by Engr-in-Charge.

M&L for 100 mm thick PCC Type B-1, 1:2:4 (20mm graded aggregate) as in hardstanding, finished the surface even & smooth without using extra cement including necessary form work complete all as specified and directed by Engr-in-Charge.

Forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ complete all as specified and directed by Engr-in-Charge.

Forming constraction (dummy) joints Grade 'B' 65mm deep x10 mm wide filled with sealing compound complete all as specified and directed by Engr-in-Charge.

Demolition of cement (un-reinforced) concrete of any description and in any position not otherwise specifically provided including removal all debries material outside of defence Land complete all as specified and directed by Engr-in-Charge.

Demolition and breaking up drain pipes 450/600mm dia salt glazed stone ware AC or rein forced concrete pipe incl PCC haunching etc set in cement mortar including removal all debries material outside of defence Land complete all as specified and directed.

M&L for 600 mm Reinforced concrte pipes, class NP3, laid and jointed complete with collars & rings and mass concrete or sub base complete all as specified and directed by Engr-in-Charge.

M&L for 450 mm Reinforced concrte pipes, class NP3, laid and jointed complete with collars & rings and mass concrete or sub base complete all as specified and directed by Engr-in-Charge.

M&L for Plain cement concrete (1:2:4) type B-2, using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed by Engr-in-Charge.

M&L for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings complete all as specified and directed by Engr-in-Charge.

M&L for Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge.

MOHIT ENTERPRISES

M/s R P Enterprises

M/S Parshant Associates

SALUJA CONSTRUCTION CO