Remodeling of Plumbing System of External Service C, D and E and STP of Govt Medical College and Hospital Jammu

Amount

SANITARY FIXRURES

Providing and fixing water closet squatting pan ( Indian type W.C. pan)

Orissa pattern white vitreous china W.C. pan of size 580x440 mm with integral type foot rests.

Providing and fixing white vitreous china pedestal type water closet (European type W.C . .pan)

W.C. pan with lSI marked white solid plastic seat and lid.

Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid , 10 liter low level white vitreous china flushing cistern and CP flush bend with fittings and C.I. brackets

W.C. pan with ISI marked white solid plastic seat and lid.

Providing and fixing wash basin with C.I. brackets, 15mm C.P. brasspillar taps, 32 mm C.P. brass

White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.

White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar taps.

White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap

White Vitreous China Surgeon type wash basin size 660x460mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers.

White Vitreous China Surgeon type wash basin size 660x460mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI marked

providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-

(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer

Providing and fixing Salem Stainless Steel A lSI 304 (18/8) kitchen sink

Kitchen sink with drain board

510x1040mm bowl depth 225mm

Providing and fixing white vitreous china laboratory sink with C. I. brackets, C.P. brass chain with rubber plug 40mm C.P. brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the walls wherever required :

Size 600x450x200 mm

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge.

Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings

Size 600x450x200 mm

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete:

Semi rigid pipe

32 mm dia

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing

Rectangular shape 1500x450 mm

Providing and fixing toilet paper holder

C.P. brass

Providing and fixing PTMT Bottle Trap for Wash basin and sink:

18.70.1 Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.

18.70.2 Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms.

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with brackets of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.

Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing and fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 liter/6 liter (adjustable to 4 liter/8 liters), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.

Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal.

Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.

Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.

Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931

Providing and fixing 15 mm nominal bore C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.

Providing and fixing 15 mm nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms

Providing and fixing 15 mm nominal bore C.P. stop cock (concealed) of standard design and of approved make conforming to IS : 8931

Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931

Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.

Providing and fixing 15 mm nominal bore of standard back type C.P. brass close hole basin mixer pillar tap of approved quality and make,weighing not less than 1.970 kg.

Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan.

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet

150 mm diameter

Providing & fixing C.P. S.S. Coat hook / robe hook (Jaquar Cat. No.- ACN-CHR-1161N approved equivalent) fixed to wall/door with plastic rawl plugs and C.P brass screws including cutting and making good the walls wherever required as per direction of Engineer-Incharge.

Plastic/ABS High Speed Hand Dryer Supplying of Touch free ABS Plastic hand dryer , Hand Dry Time : Less than 20 Seconds, Protection Class: IPX1 Blowing Volume: > 90 m3/h, Air Speed : 33 m/s – 37 m/s, Color : White

Providing & fixing S. Steel paper dispenser (Euronics Cat No. EP 01 or approved equivalent) as per direction of Engineer-Incharge.

Providing , Fixing 520 x 32 mm C.P. grab bar complete with brackets fixed for PVC rawl plugs with C.P. brass screws. For EWC /WB (for Handicapped Toilet)

Providing and fixing stainless steel jali (grating) without hole for waste pipe for floor trap & floor drain

Size 125mm dia flat cover matt finish

vertical / horizontal storage type hot water heater fixed to wall with anchor bolts & nuts, 20mm CP brass cock and 20mm non return valve complete including making connection with 15 mm dia CP connecting pipe on Inlet and Outlet, suitable length of power cable and 15A plough (for pantry & Toilets).

Capacity 15 liters

Capacity 25 liters

water cooler with plain & cold water facility of the following capacity, I.S.I marked, stainless steel front panel, C.P brass push cock, inlet float valve with all plumbing and electrical accessories, inlet, outlet, overflow and PVC drain out connection to F.D complete as required (Blue Star / Voltas or equivalent).

White Vitreous bed pan sink with "P" traps bed pan accessories, vitreous china cistern of 10 liters capacity , flush

CP Double Elbow action Surgical Basin mixer (Floor mounted) complete (Vijay Cat No: 1125)

INTERNAL DRAINAGE (SOIL, WASTE,VENT & RAIN WATER DISPOSAL PIPES FITTINGS):

Providing and fixing soil, waste and vent pipes :

150 mm dia

Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

100 mm dia

Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

75 mm diameter :

Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905

100 mm dia

Hubless centrifugally cast (spun) iron P/S Trap epoxy coated inside & outside IS:15905

75 mm diameter :

Hubless centrifugally cast (spun) ironP/S Trap epoxy coated inside & outside IS:15905

Providing and fixing double unequal plain junction of required degree :

150x150x100x100 mm

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

100x100x75x75 mm

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Providing and fixing single unequal plain junction of required degree :

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Providing and fixing double equal plain invert branch of required degree:

150x150x150x150 mm

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

100x100x100x100 mm

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Providing and fixing single equal plain invert branch of required degree :

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside & outside as per IS:15905

65 mm offsets

With 150 mm dia pipe

With 100 mm dia pipe

With 75 mm dia pipe

Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside & outside as per IS:15905

30 mm offsets

With 100 mm dia

With 75 mm dia

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Providing and fixing collar :

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe

150 mm dia

SS 304 grade coupling with EPDM rubber gasket

100 mm dia

SS 304 grade coupling with EPDM rubber gasket

75 mm dia

SS 304 grade coupling with EPDM rubber gasket

Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :

100 mm inlet and 100 mm outlet

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

100 mm inlet and 75 mm outlet

Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/Cast Iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), including cost of cutting holes and making good the walls etc:

For 150 mm dia. pipe

For 100 mm dia. pipe

For 75 mm dia. pipe

Painting sand cast iron/centrifugally cast (spun) iron soil waste, vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :

150 mm diameter pipe.

100 mm diameter pipe.

75 mm diameter pipe.

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.:

32 mm dia nominal bore (Medium)

40 mm dia nominal bore (Medium)

50 mm dia nominal bore (Medium)

Painting G.I. Pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality.

32 mm diameter pipe

40 mm diameter pipe

50 mm diameter pipe

Providing and fixing floor drain made out of 100x50 mm G.I. Elbow connected to G.I. Pipe complete as per direction of Engineer-Incharge.

Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc.

75 mm diameter

110 mm diameter

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

(i) Single socketed pipes

75 mm diameter

110 mm diameter

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams.

UPVC pressure pipes of 6 Kg/Sq.cm pressure rating class V (IS : 4985-2000) including fittings,

160 mm dia

200 mm dia

sound insulated Polyproplene piping (PP) system as per ON EN 1451-Part 1 & EN 12056 Part 1-5 ,

75 mm dia

110mm dia

Polyproplene piping (PP) system as per ON EN 1451-Part 1 & EN 12056 Part 1-5 , DIN 1986-100 - class B & D, with 3 layer pipe made of PP/PP-MV/PP in Blue Ral 5014 colour

Polyproplene P floor trap with 2/3 inlets of 40/50 mm size and one outlet of 110 mm size, inlet connection extension pipe piece and setting in cement concrete 1:2:4 mix complete

110 mm inlet & 110 mm outlet.

floor drain (FD) with 50mm/40mm outlet and one 40mm inlet for waste, with SS grating (adjustable height), having 50mm water seal and in-built NRV (McAlpine mrfg3 ).Providing and fixing floor drain (FD) with 100 mm inlet and 50mm outlet including SS grating

DOMESTIC / FLUSHING/ COLD & HOT WATER SUPPLY :

PE-AL-PE COMPOSITE PRESSURE PIPE

INTERNAL WATER SUPPLY SYSTEM

Polyethelene-Aiuminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to 15:15450 U.V. stabilised with carbon black having thermal stability for hot and cold water supply, capable to withstand temperature upto 80°Cincluding all special brass fittings of composite material (engineering plastic blend and brassinserts wherever required) e"g. Elbows, tees, reducers,couplers and connectors etc. with clamps at one metre spacing. This includes testing of joints complete as per direction of the Engineer-in-charge:make :Rehau / Kitech/ viega .

Internal work-exposed on wall with clamps at 1.00 meter spacing

1216 (16mm OD) pipe

1620 (20mm 00) pipe

2025 (25mm 00) pipe

2532 (32mm 00) pipe

3240 (40mm 00) pipe

4050 (50mm 00) pipe

Internal work concealed with clamps at 1.00 meter spacing including cutting the chases and making good the wall etc.

1216 (16mm 00) pipe

1620 (20 mm OD) pipe

2025 (25 mm OD) pipe

2532 (32 mm OD) pipe

Providing and fixing composite plumb pipes of PE-AL-PE (Polyethylene - Aluminium -Polyethylene) U.V. stabilized with carbon black having thermal stability for hot & cold water supplies and meeting the requirements of IAPMO IGC - INDIA 308 with special Composite compression fittings e.g. tees,flanges, elbows, reducer or threaded connectors etc. including clamps, jointing, testing, cutting and making good the walls etc. complete as per specifications given. Pipes suitable up to 100 degree c.

5063 (63 mm OD) pipe

6375 (75 mm OD) pipe

7590 (90 mm OD) pipe

90110 (110 mm OD) pipe

External work including trenching and refilling etc. complete

1216 (16 mm OD) pipe

1620 (20 mm OD ) pipe

2025 (25 mm OD ) pipe

2532 (32 mm OD ) pipe

3240 (40 mm OD ) pipe

4050 (50 mm OD ) pipe

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete copatable to connection with composite pipe

15 mm nominal bore

20 mm nominal bore

25 mm nominal bore

32 mm dia. Nominal bore

40 mm dia. Nominal bore

50 mm dia. Nominal bore

Providing and fixing G.l. pipes complete with G.l. fittings and clamps, including cutting and making good the walls etc.:

INTERNAL WORK-Exposed on wall

15 mm dia. nominal bore (Medium)

20 mm dia. nominal bore (Medium)

25 mm dia. nominal bore (Medium)

32 mm dia. nominal bore (Medium)

40 mm dia. nominal bore(Medium)

50 mm dia. nominal bore(Medium)

Providing and fixing nitrile rubber insulation on hot water supply / return pipes.

15 mm dia (9 mm thickness)

20 mm dia (9 mm thickness)

25 mm dia (9 mm thickness)

32 mm dia (13 mm thickness)

40 mm dia (13 mm thickness)

BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O- Ring PN 16 pressure rating for chilled water/hot eater circulation as specified

65mm dia.

80mm dia.

100mm dia.

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete

25 to 40 mm nominal bore

50 to 80 mm nominal bore

Providing & fixing Auto Air vent for cold water supply risers, suitable for pressure not less than 15 Kg/Sq.cm.

15 mm dia

20 mm dia

Providing and fixing in position of approved quality high pressure rated Brass Float Valve with copper ball float and brass rods of required length suitable for test pressure of not less than 15 Kg/sqcm of the following sizes:

40 mm dia

50 mm dia

Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329

100 mm dia Ductile Iron Double Flanged

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank

Dismantling old C.I. pipes including excavation & refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead & making into blocks, including stacking of pipes at site lead up to 50 meter :

80 mm diameter C.I. pipe

100 mm diameter C.I. pipe

150 mm diameter C.I. pipe

Excavation of trenches of required width for pipes etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then returning soil as required, in layers not exceeding 20cm depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed outside the site to the approved dumping ground. Minimum width of the trench should be external dia plus 400mm. Trenches to be excavated with required slope and shall be aligned as per drawing .

Pipes, cables etc, not exceeding 80 mm dia.

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm

EXTERNAL SEWER AND DRAINAGE SYSTEM

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.

100 mm diameter

150 mm diameter

200 mm diameter

230 mm diameter

250 mm diameter

Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand:10 graded stone aggregate 40 mm nominal size) including bed concrete as per standard design.

All around S.W. pipe

100 mm diameter S.W. pipe

150 mm diameter S.W. pipe

200 mm diameter S.W. pipe

230 mm diameter S.W. pipe

250 mm diameter S.W. pipe

Upto haunches of S.W. pipe

100 mm diameter S.W. pipe

150 mm diameter S.W. pipe

200 mm diameter S.W. pipe

230 mm diameter S.W. pipe

250 mm diameter S.W. pipe

300 mm diameter S.W. pipe

Providing and fixing square- mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design.

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With Sewer bricks conforming to IS : 4885

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With Sewer bricks conforming to IS : 4885

Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :

100 mm diameter

150 mm diameter

200 mm diameter

230 mm diameter

250 mm diameter

300 mm diameter

350 mm diameter

400 mm diameter

450 mm diameter

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete

100 mm dia. R.C.C. pipe

150 mm dia. R.C.C. pipe

250 mm dia. R.C.C. pipe

300 mm dia. R.C.C. pipe

Providing and laying non-pressure of specified class R.C.C. Pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.

Non-pressure NP-3 class (Medium duty) R.C.C. pipes

450 mm dia. R.C.C. pipe

600 mm dia. R.C.C. pipe

900 mm dia. R.C.C. pipe

1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)

1200 mm dia. R.C.C. pipe (laying by manual/mechanical means)

1800 mm dia. R.C.C. pipe (laying by manual/mechanical means)

Non-pressure NP-4 class (Heavy duty) R.C.C. pipes

450 mm dia. R.C.C. pipe

600 mm dia. R.C.C. pipe

900 mm dia. R.C.C. pipe

1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)

1200 mm dia. R.C.C. pipe (laying by manual/mechanical means)

1800 mm dia. R.C.C. pipe (laying by manual/mechanical means)

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III): 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With Sewer bricks conforming to IS : 4885

Inside size 90x80 cm and 60 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With Sewer bricks conforming to IS : 4885

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With Sewer bricks conforming to IS : 4885

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With Sewer bricks conforming to IS : 4885

Extra for depth for manholes

Size 90x80 cm

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With Sewer bricks conforming to IS : 4885

Size 120x90 cm

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With Sewer bricks conforming to IS : 4885

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With Sewer bricks conforming to IS : 4885

Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :

1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With Sewer bricks conforming to IS : 4885

Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design

2.30 m deep with SFRC Cover and frame (heavy duty HD- 20grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With Sewer bricks conforming to IS : 4885

Extra depth for circular type manholes

Manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With Sewer bricks conforming to IS : 4885

Manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With Sewer bricks conforming to IS : 4885

Manhole 1.52 m internal dia (at bottom) beyond 2.30 m

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

With Sewer bricks conforming to IS : 4885

Providing M.S. foot rests including fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :

With 20x20 mm square bar

With 20 mm diameter round bar

Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25 mm and over all minimum length 263mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing. including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 ( 1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size)

With 20x20 mm square bar

With 20 mm diameter round bar

Supplying and fixing C.I. cover without frame for manholes:

455x610mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.

500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg.

560 mm diameter C.I. cover ( heavy duty) the weight of the cover to be not less than 108 kg

Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality.

Rectangular shape 600x450 internal dimensions

Square shape 450mm internal dimensions

Circular shape 450mm internal diameter

Square shape 450mm internal dimensions

Circular shape 500mm internal diameter

Circular shape 560mm internal diameter

Circular shape 560mm internal dia.

Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5kg.

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete

For pipes 100 to 250 mm diameter

For pipes 250 to 300 mm diameter

For pipes 350 to 450 mm diameter

Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 ( 1 cement : 4coarse sand) plastered with cement mortar 1:3 (1 cement :3 coarse sand)on inside of the manhole wall lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 ( 1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications :

100 mm dia. sand cast iron drop connection

150 mm dia. sand cast iron drop connection

Extra for depths beyond 60 cm of sand cast iron drop connection complete :

For 100 mm dia. sand cast iron drop connection

For 150 mm dia. sand cast iron drop connection

Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead as per directions of Engineer-in-Charge:

Rectangular manhole 90x80 cm and 45 cm deep

Rectangular manhole 120x90 cm and 90 cm deep

Rectangular arch type manhole 140x90 cm and 2.45 m deep

Circular manhole 122 cm diameter and 1.68m deep

Extra for depth of manholes dismantled :

Rectangular manhole 90x80 cm and beyond 45 cm depth

Rectangular manhole 120x90 cm and beyond 90 cm depth

Rectangular arch type manhole 140x90 cm and beyond 2.45m depth ( upto 4.25 m depth)

Circular manhole 122 cm diameter and beyond 1.68m depth ( upto 2.29 m depth)

Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately).

Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5

Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10

Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20

Circular manhole 140 cm dia with circular cover 600 mm diaof grade EHD - 35

Constructing brick masonry road gully chamber of specified size with common burnt clay(non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4coarse sand) including precast R.C.C. horizontal grating with frame complete as per standard design:

Chamber size 50x45x60 cm including precast R.C.C grating with frame 500x450 mm horizontal grating.

Chamber size 45x45x77.50 cm including precast R.C.C grating with frame 450x100 mm vertical grating.

Chamber size 110x50x77.50cm including precast R.C.C grating with frame 500x450 mm horizontal and 450x100 mm vertical grating.

Constructing brick masonry chamber for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1 cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :

Inside dimensions 455x610 mm and 45 cm deep for single pipe line-

Inside dimensions 500x700 mm and 45 cm deep for single pipe line with one or two inlets

Inside dimensions 600x850 mm and 45 cm deep for single pipe line with three or more inlets.

Extra for depth beyond 45 cm of brick masonry chamber with common burnt clay (non modular) bricks of class designation 7.5

For 455x610 mm size

For 500x700 mm size

For 600x850 mm size

Providing, fixing, jointing, testing and commissioning of UPVC “NU-DRAIN” for Drainage and sewerage/strom water application Pipe conforming to IS:15328 with all fittings such as bends, tees, elbow. The wall thickness of pipe and technical characteristic conforms to IS:15328 in SN8 stiffness class. The fitting dimension conforming to BS: EN1401-1998. The jointing to be completed with rubber ring/solvent weld joint as suitable at site for above basement level.(Aprroved Make- Supreme/prince/jain)

200 mm diameter

250 mm diameter

300 mm diameter

Providing, fixing, jointing, testing and commissioning of UPVC “ECODRAIN” structured wall Drainage Pipe conforming to IS:16098 (Part-I) with all fittings such as bends, tees, elbow. The wall thickness of pipe and technical characteristic conforms to IS:16098 (Part-I) in SN8. The fitting dimension conforming to BS: EN1401-1998. The jointing to be completed with rubber ring/solvent weld joint as suitable at site for use at non basement area. Make- Supreme/prince/jain

OIL AND GREASE SEPARATOR CHAMBER:

Providing and constructing oil and grease separator chamber 1200 x 2500mm x 1200 x 2500 mm depth with required depth inside with 75 class designated brick work in cement mortar 1:6 (1cement : 6 fine sand) with 560mm dia SFRC Heavy duty manhole cover (2Nos.) top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) with minimum 1.5% reinforcement foundation concrete 1:5:10 (1cement: 5 fine sand and 10 graded stone aggregate 20mm nominal size including two brick mansonary baffle walls, with necessary excavation, back filling and disposal of surface earth compete with inlet, outlet, PVC coated foot rest.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

Depth upto 1.5m from existing ground level

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).

upto plinth

Thermo-Mechanically Treated bars of grade Fe-500D or more

Foundations, footings, bases of columns, etc. for mass concrete

Suspended floors, roofs, landings, balconies and access platform

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse sand)

For 230mm thick Brick work

12 mm cement plaster of mix :

1:4 (1 cement: 4 fine sand)

15 mm cement plaster on rough side of single or brick wall of mix: 1:4 (1 cement: 4 fine sand)

6 mm cement plaster of mix :

1:3 (1 cement : 3 fine sand)

DISMANTLING & DEMOLISHING

Demolishing lime concrete manually/by mechanical means and disposal of material within 50 meters lead as per direction of Engineer-in-charge.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge:

1:3:6 or richer mix (i/c equivalent design mix)

1:4:8 or leaner mix (i/c equivalent design mix)

Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.

Demolishing R.B work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.

Extra for cutting reinforcement bars manually/by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional areas of R.C.C. or R.B. work) as per direction of Engineer-in-charge.

Extra for scrapping, cleaning and straightening reinforcement from R.C.C.or R.B. work

Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:

In mud mortar

In lime mortar with old mughal bricks

In lime mortar

In cement mortar

Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m. (stacks of cleaned bricks shall be measured) :

From brick work in mud mortar

From brick work in lime mortar

From brick work in cement mortar

Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:

In lime mortar

In cement mortar

Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:

In lime mortar

In cement mortar

Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured)

In lime mortar

In cement mortar

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 meters lead :

Of area of 3 sqm. and below

Of area beyond 3 sqm.

Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.

Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.

Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 meters lead

Demolishing thatch roofing including mats, bamboo, jaffari etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.

Dismantling wooden ballies in posts and struts including stacking within 50 meters lead.

Dismantling C.I. or asbestos rain water pipes with fittings and clamps including stacking the material within 50 meters lead :

75 to 80 mm dia pipe.

100 mm dia pipe.

150 mm dia pipe.

Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:

Water bound macadam road.

Bituminous road.

Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :

15 mm to 40 mm nominal bore.

Above 40 mm nominal bore

Dismantling C.I. pipes manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 meter lead as per direction of Engineer- in-charge.

Including excavation and refilling trenches after taking out the pipes

Upto 150 mm diameter.

Above 150 mm dia upto 300 mm dia.

Dismantling steel cylinder R.C. pipes manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 meter lead as per direction of Engineer-in-charge.

Including excavation and refilling trenches after taking out the pipes

Upto 600 mm diameter.

Above 600 mm dia.

Excluding excavation and refilling trenches after taking out the pipes.

Upto 600 mm diameter.

Above 600 mm dia.

Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes and stacking the pipes manually/mechanical means within 50 meters lead as per direction of Engineer-in-charge :

Upto 150 mm diameter.

Above 150 mm diameter

Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 meters lead as per direction of Engineer- in-charge :

Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ mechanical means and stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 meters lead as per direction of Engineer-in-charge.

Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely, taking out the shaft, refilling the excavated gap, stacking the useful materials near the site and disposal of unserviceable materials within 50 meters lead.

Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 meters lead including refilling the excavated gap.

Dismantling of flushing cistern of all types(C.I/PVC/Vitreous china) including stacking of useful materials near the site and disposal of unserviceable materials within 50 meters lead

RAIN WATER HARVESTING & TUBE WELLS

Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800(part 1), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipment tools plants and machineries required for the job, all complete as per direction of Engineer-in-charge upto 90 m depth below ground level.

All types of soil

300 mm dia

350 mm dia

400 mm dia

Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800(part 1), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipment tools plants and machineries required for the job, all complete as per direction of Engineer-in-charge beyond 90 m &upto 150 m depth below ground level.

All types of soil

300 mm dia

350 mm dia

400 mm dia

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc all complete for all depths as per direction of Engineer-in-charge.

100mm nominal size dia

150 mm nominal size dia

200mm nominal size dia

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well screen (RMS) pipe with ribs, conforming to IS: 12818, including hire and labour charges, fittings and accessories etc all complete for all depths as per direction of Engineer- in-charge.

100mm nominal size dia

150 mm nominal size dia

200mm nominal size dia

Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in recharge pit in the required thickness for all leads and lifts all complete as per direction of Engineer-in-charge.

Supplying, fllting, spreading and leveling gravels of size range 5 mm to 10 mm, in recharge pit over the existing layer of boulders, in the required thickness for all leads and lifts all complete as per direction of Engineer- in-charge.

Supplying, filling , spreading and leveling coarse sand of size range 1.5 mm to 2 mm, in recharge pit in required thickness over the gravel layer,for all leads and lifts all complete as per direction of Engineer-in-charge.

Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/medium/coarse in required grading and sizes as per actual requirement all complete as per direction of Engineer- in-charge.

Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x450x50 mm reinforced with 8 mm dia four nos longitudinal and 9nos cross sectional T.M.T hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S flats of size 50mmx1.6mm complete all as per direction of Engineer-in-charge.

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270 of reputed & approved make, including painted with outside surface with two coats, of anticorrosive paint of approved brand and manufacture including required hire & labour charges, fitting and accessories, all complete for all depths, as per direction of Engineer-in- charge.

100 mm nominal size dia having minimum wall thickness 5.00 mm

150 mm nominal size dia having minimum wall thickness 5.00 mm.

200 mm nominal size dia having minimum wall thickness 5.40 mm.

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded ) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/plain bevel ended pipes (type A) of required dia, conforming to IS:8110,of reputed & approved make having wall thickness not less than 5.40mm, including painted with outside surface with two coats, of anticorrosive bitumestic paint of approved brand and manufacture including required hire & labour charges, fitting and accessories, all complete for all depths, as per direction of Engineer-in-charge.

100 nominal size dia

150 nominal size dia

200 nominal size dia

Development to tube well in accordance with IS: 2800(part 1) and IS:11189 to establish maximum rate of usable water yield without sand content ( beyond permissible limit) with required capacity air compressor, running the compressor for required time till well is fully developed measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete including required hire & labour charges of air compressor tools & accessories, etc. all, as per direction of Engineer-in-charge.

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe removable as per requirement all complete for bore well of :

100 mm dia

TOTAL OF RAIN WATER HARVESTING & TUBE WELLS TO SUMMARY

EARTH WORK

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil :

Earth work in rough excavation, banking excavated earth in layers not exceeding20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m andlift upto 1.5 m in all kinds of soil:

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:

Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth.

Deduct for not watering the excavated earth for banking.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:

All kinds of soil :

SEWAGE TREATMENT PLANT

PRELIMINARY WORKS

Shop Drawings shall include the following (1 Set)

Detailed GA drawing, flow diagram, equipment list, power load requirement

Design, calculations of all elements of the plant, electrical and mechanical work to satisfy adequacy of design

Layout of the STP for structural design.

SEWAGE TREATMENT PLANT

(Complete All above item of sewage Treatment Plant capacity 2000 KLD including all civil work ). Cost shall be included all taxes ( All Items of STP are enclosed in SBD

CENTRALIZED GARBAGE COLLECTION SYSTEM

Providing & fixing ,Intake doors ( Segragated disposal of bio -degradbale and non- biodegrable waste).it should be capable 10 lit garbege bag.Each door shall have elecromagnatic ,interlocking device with busy, wet dry indicators lamps & wet garbage button & dry garbage button. Door shall be fire rated minium 90 minutes, in case of fire inside & outside .Automatically locked when cleaning in progress during mentinace & event of fire complete in all respect.

Providing & Fixing,Top opening ,pivoted bottom size (12" x 15"), minimum 1.2 mm thickness SS- 430 Hoppers (doors) -90 min fire rated UL Certified (USA), complete in all respect.

Providing & Fixing Intermediate piece complete in all respect.

Providind & fixing ,directly dischage chute in to the trolly ,maximum 15 degree diversion allowed with vertical, complete in all respects.

Providing & Fixing Discharge end Fire rated Door complete in all respect.

Providing & Fixing automatic Sanitation Unit with phenyol solution spray at the top lavel with 120 degree solid cone profile discharge sprinkler arrange inside the chute for each lavel for a period of 2 minutes,for each intake of garbage. Complete in all respects.

Providing & Fixing Exhaust piece ,22-40 air changes at the top of the Chute, removal of foul smell & gases 1.2-2 meter above roof level. It works intermittently 24x7 and is controlled by an automatic control system, which can be de-commissioned when not require Complete in all respects.

Providing ,Trolley heavy duty ( 360 Liters,) shall be HDPE & shall comply with DIN 30700,provided with acceptor pegs for lift & tip devices & should be suitable for & compatible with local Muncipal disposal veicles, complete in all respects .

Providing, fixing, and testing of 15mm dia. Chrome finished sprinkler head with standard response 5mm quartz bulb and to operate at 68°C (of K-Factor 5.6) complete as per given specifications.(UL Listed/FM Approved)

Providing & Fixing Automation Unit complete in all respects.

Providing & Fixing ,bacteria killing odour control unit for complete in all respects

Electrical work

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.

One light./fan point controlled by one no. one way switch.

Supplying & fixing of Modular switch 1 way 6A, 1 module complete as required.

Supplying & fixing of white cover plate with frame 1 module

Supplying & fixing of white cover plate with frame 3 module

Supplying & fixing of white cover plate with frame 4 module

Supplying & fixing of white cover plate with frame 6 module

Supplying & fixing of Fan step regulator, 120W - 2 module

Supplying & fixing of Modular Bell push 6A 1 module

Material and labour for point wiring with 1.5 Sq mm PVC insulated copper conductor wires and one run of 1.5 Sq mm PVC insulated copper earth wire with different colour as earth continuity conductor connected to continuous earth, in surface/recessed MS conduits, including GI / CI / sheet metal box suitable modular type switches for one 3 pin 5A socket outlet, point controlled by one switch on the independent board.

Supplying & fixing of Modular socket 6A 2/3 pin combined 2 module complete as required.

M & L for point wiring for one 3 pin socket outlet 15A, independent, with 2 x 4 Sq mm PVC insulated copper conductor wires and one run of 1 x 4.0 Sq mm PVC insulated copper earth wire with different colour as earth continuity conductor connected to continuous earth, in surface/recessed MS conduits, including GI / CI / sheet metal box suitable for inner plate and cover plate for mounting required Nos of modular type 15amp switches & Socket on the independent board.

Supplying & fixing of Modular switch 1 way 16A, 1 module complete as required.

Supplying & fixing of Modular socket 6/16A 2/3 pin combined 2 module complete as required.

SUBMAIN

Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/recessed PVC Conduit as required.

2x4.0 sq. mm + 1x2.5 sq. mm earth wire

2x6.0 sq. mm + 1x4.0 sq. mm earth wire (For M/C)

4x10.0 sq. mm + 2x6.0 sq. mm earth wire for (LPDBs)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (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 excavated soil as directed, within a lead of 50 m.

All kinds of soil

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc and removal of form work for

Lintels, beams, plinth beams, girders, ressumers & cantilevers.

reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)

Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Half brick masonry with bricks of class designation 75 in foundation, plinth and superstructure upto floor V-level in cement mortar 1:4 (1 cement : 4 coarse sand).

Extra for half Brick masonry in superstructure above plinth level upto floor V level.

Extra for providing and placing in position 2 nos 6 mm dia M.S bars at every third course of half brick masonry (with F.P.S bricks)

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels

Granite of any colour and shade

Area of slab over 0.50 sqm

Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.

Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete

Frames and trusses Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): 9.1.2 Second class teak wood

Providing and fixing wooden moulded beading to door and window frames with iron screws ,plugs and priming coat unexposed surface etc.complete.

2nd class teak wood

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. With ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws

Providing and fixing 30 mm thick factory made laminated veneer lumber glazed shutter conforming to IS: 14616 and TADS 15 : 2001 (Part B), using 4mm thick float glass panes for doors, windows and clerestory windows fixing with ISI marked butt hinges of required size with necessary screws as per directions of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

Twin rubber stopper

Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete.

SUB-HEAD VII -ROOFING

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design

In 75x75 mm deep chase

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete

GI metal ceiling lay in perforated Tegular edge globle white colour tiles of size 595x595mm and 0.5mm thick with 8mm drop,made of GI dheet having gavanizing of 100gms/sqm(both sides inclusive)and 20% perforation area with 1.80mm dia holes and having NRCNoice Reduction Co-efficient)of 0.5, electro statically polyster powder coated of thickness 60 microns(Minimum),including factory painted after bending and perforation and backed with a black glass fiber acoustical fleece.

Providing and fixing Heat Resistant Terrace Tiles(300x300mmx20mm)with SRI(Solar refractive Index)>78,solar reflection>0.70 and initial emittance>0.75 on water proof and sloped surface of terrace ,laid on 20mm thick cement sand mortar in the ratio of 1:4(1 Cement :4 Coarse sand) and grouting the joints with mix of white cement and marble powder in the ratio of 1:1 including rubbing and polishing of the surface upto 3 cuts complete,including providing skirting upto 150mm height along the parapet walls in the same manner.

12 mm cement plaster of mix :

1:6 (1 cement: 6 coarse sand)

CERAMIC GLAZED TILES Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.

Two or more coats on new work-

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing

Rectangular shape 1500x450 mm

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

cement mortor

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.

For thickness of tiles 10 mm to 25 mm

Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead

Demolishing mud phaska in terracing and disposal of material within 50 metres lead.

Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead :

75 to 80 mm dia pipe

100 dia mm pipe

Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :

15 mm to 40 mm nominal bore

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved

Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge.

Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:

Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.

IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.

IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.

IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs,balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineerin- Charge

With average thickness of 120 mm and minimum thickness at khurra as 65 mm.

SUB-HEAD XI - Non Scheduled

Providing and laying Antiskid floor tiles of size 450x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming of approved make, in all colours, shades, laid on 20 mm thick bed of cement mortar1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete(Basic price of the tile shall not be less than Rs.55/Sqft.)