Public Works Department Tender
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₹ 52,000Document Cost
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Contact
Tender Id
2019_HRY_80641_1Bid Award Id
ViewTender No
8Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://haryanapwd.gov.in/
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Documents
BOQ Items
Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth. (HSR 10.28)
4.79
-
1
Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.38)
26.36
-
1
Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth. (HSR 10.39)
17.74
-
1
Factory manufactured precast cement concrete 1:2:4 with stone aggregate 20mm nominal size in Kerbs and the like items including form work, placing and fixing in position, completed at the ground level or in first storey. (HSR 10.77)
4.3
-
1
Factory manufactured precast cement concrete 1:2:4 with stone aggregate 20mm nominal size in tiles & channels and the like items including form work, placing and fixing in position, completed at the ground level or in first storey. (HSR 10.78)
1.89
-
1
Cement concrete 1 :11/2 :3 with stone aggregate 20 mm nominal size for reinforced concrete work in shelves excluding steel reinforcement but including centering and shuttering laid in position complete in all respects. (HSR 10.81+ 10.95 A ) First Storey
1.42
-
1
Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement but including centering and shuttering laid in position complete in all respects. (HSR 10.82 + 10.95 (a)) First Storey
14.02
-
1
Second storey
1.74
-
1
Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams girders, stairs columns, (squre or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering laid in position complete in all respects. (HSR 10.86 + 10.95 (a)) First storey
19.31
-
1
Second storey
4.58
-
1
Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in fascias parapets and other thin vertical sections, not covered by item nos 10.82, 10.86 to 10.88 not exceeding 10 cm thickness excluding steel reinforcement but including centering and shuttering laid in position complete in all respects. (HSR 10.89+10.95(a)) First Storey
0.92
-
1
Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc. excluding steel reinforcement but including centering and shuttering laid in position complete in all respects. (For works upto 1.5 meters below ground level (HSR 10.90 + 10.95 a)
38.06
-
1
Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 preparation at 1.65 kg per sqm laid hot and sanded (HSR 10.114)
10.23
-
1
Damp proof course 25mm thick of cement concrete 1:2:4 using stone aggregate without 2 coats of bitumen 20/30penetration at 1.65 Kg per sqm laid hot and sanded (HSR 10.115 - Note)
19.83
-
1
Providing and laying 80mm thick interlocking paver blocks ISI marked of all shapes and colours in design mix cement M-40 conforming to requirements of IRC:SP:63-2004, over a bed of 30mm thick fine sand complete in all respects. [N.S]
263.6
-
1
First class brick work laid in cement sand mortar 1:6 in foundation and plinth. (HSR 11.2)
26.57
-
1
First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4)
30.7
-
1
First class brick work laid in cement sand mortar 1:6 in first storey upto 4 meters above plinth level (HSR 11.7) First Storey
33.09
-
1
Second Storey
19.45
-
1
Third Storey
3.61
-
1
First class brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level (HSR 11.9)
20.92
-
1
11.43 cm thick brick wall with every, fourth course, reinforced with hoop-iron, laid in 1:4 cement sand mortar in super structure. (HSR 11.46) First Storey
78.33
-
1
Providing and fixing Heat Resistant Terrace Tile (300mm x 300mm x 20mm) with SRI (Solar Refractive Index) 78, solar reflection 0.70 and initial emittance 0.75 on waterproof 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 & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete over average 75mm thick screed of 1:3:6 including two coats of bitumen laid hot at 1.65 kg per sqmt on top of RCC slab & cleaning of top surface including providing skirting upto 150mm height along the parapet walls in the same manner 75mm thick screed of 1:8:16 shall be laid only on horizontal surface [HSR 13.97]. First Storey
110.43
-
1
Second storey
13.68
-
1
Top khurra 0.6 m x 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 (HSR 13.50)
5
-
1
Supplying & fixing in position G.I. pipe class 'B' spouts in chajjas and cantilevers. (HSR 13.55 e) (e) 50mm i/d G.I. pipe
36.58
-
1
Bottom Khurra on ground 1.2 m x 0.6 m consisting on brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3. (HSR 13.57)
5
-
1
Cement concrete 1:2:4 gola 10 cm x 10 cm quadrant along junction of roof with parapet wall finished smooth, where specially specified (HSR 13.64) First storey
48.77
-
1
Second storey
12.95
-
1
Providing & fixing PVC Rain water pipe 6 kg. pressure of ISI mark in cement mortar during masonry work a) 100 mm dia PVC pipe 6 kg. pressure make Supreme, phinolex, Prince (HSR 13.89 a)
26.52
-
1
Providing and fixing PVC Bend ISI mark (a) 100 mm dia PVC Bend make Supreme, phinolex, Prince (HSR 13.90 a)
10
-
1
Base course of floors consising of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1)
144.31
-
1
Conglomerate floor 50mm thick Cement Concrete topping 1:2:4 (HSR 14.10) First storey
15.42
-
1
Precast chequered tiles of 20 mm thickness in ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treads of steps and landings (HSR 14.45+Note)
52.07
-
1
Marble stone 17 mm and above thick slab including matching grains of marble laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing, including labour for fixing cramps, pins and dowels etc.(using size of marble slab above 0.38 sqm each) Green marble (i) Baroda green marble (HSR 14.49 (c) (i)) First Storey
12.99
-
1
Cost opf Marble
13
-
1
Marble stone 17 mm and above thick in riser of steps , skirting , dado, pillars and wall lining including matching the grains of marble slab in any pattern as specified laid on 12 mm thick cement coarsed slurry mixed with pigment to match the shade of marble including rubbing and polishing, including labour for fixing cramps. pins and odowels etc. (using size of marble slab above 0.38 sqm each) Green marble Baroda (14.52 (c) (i)) First Storey
4.29
-
1
Cost of Marble
4.29
-
1
Providing and fixing Kotah stone flooring min 25mm thick and above in any pattern as specified over 12 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing (HSR 14.62) First storey
98.88
-
1
Extra for noising in treads of steps of kotah stone slab (HSR. 14.65) First storey
43.89
-
1
Providing and fixing Kotah Stone Skirting/Dado Kotah stone 20 mm thick in skirting risers of steps, dados and wall facing (lining) and pillars laid on 12 mm thick cement coarse sand plaster 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps dowels and pins etc. (HSR. 14.66) First storey
11.84
-
1
Pdg. and fixing rectified ceramic anti skid tiles of size 600x600mm of approved make in floors laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. (Tiles shall be supplied by the department) brands like RAK, NITCO, KAJARIA (as approved by the Engineer in charge). (HSR 14.91) First storey
18.65
-
1
Providing and fixing 1st quality rectified ceramic glazed wall tiles condirming to I.S 15622 (thickness to by specified by the manu-facturer) 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 12mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete. a) size of ceramic glazed tiles 200x300mm brands like RAK, NITCO, KAJARIA, (as approved by the Engineer in charge) (HSR 14.92 a) First storey
29.8
-
1
12 mm thick cement plaster 1:4 (HSR 15.5) First storey
235.16
-
1
Second storey
64.05
-
1
Plastering on wall 12 mm thick cement plaster 1:6 (HSR 15.7) First storey
102.12
-
1
Plastering on walls 15 mm thick cement plaster 1:6 on the rough side of single or half brick wall (HSR 15.12) First storey
518.07
-
1
Second Storey
39.46
-
1
10 mm Cement Plaster 1:4 under side of ceiling (HSR. 15.52) First storey
144.31
-
1
Second storey
10.77
-
1
Lime Surkhi pointing 2:3 weathered and struck on brick and tile work. (HSR 15.59)
135.28
-
1
Preparation of Plywood surface for painting including sand preparing the surface and applying filling with approved quality filler consisting of white lead, linsed oil, varnish and chalk mitti including finishing the surface to required finish complete with 2nd quality paint. (HSR 16.1)
76.62
-
1
Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. (HSR 16.2)
132.42
-
1
Painting two coats excluding priming coat with synthetic enamle paint in all shades on new wood work or metallic or plastered or concrete surface to give an even shade (HSR 16.3)
132.42
-
1
Applying Priming coat with metal primar on new steel or iron work including preparation of surface. (HSR16.9)
24.32
-
1
Painting two coat excluding priming coat with ready mixed paint for metallic surfaces in all shades are new steel or iron work. (H.S.R. 16.17)
24.32
-
1
Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (HSR 16.25)
8.59
-
1
Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls. (HSR 16.26)
8.59
-
1
White Washing Three Coats (HSR 16.48)
188.43
-
1
Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (HSR 16.58)
481.99
-
1
Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on new work, two coats to give an even shade. (HSR 16.61)
286.68
-
1
Providing and fixing 12 mm thick and 150 mm wide pelmet of commercial ply wood with 25 mm dia teak wood curtain rod and brackets including fixing with 25mm x 3mm MS flat, 10 cm long and plugs (Teak) etc complete (HSR 17.63)
27.97
-
1
Providing and fixing wooden handrail of required shape and design, with necessary scres, including labour, for rounding, vertical and horizontal bends and curves complete fixed in position (b) commercial hard wood, such as hollock champ, chikrassy, chaplash and Lalmarandi etc (non-coniferous timber other than teak, conforming to IS specification no. 1003, kiln-seasoned) (HSR 17.69 b)
0.25
-
1
Cost of aluminum fittings complete for doors and windows, such as tower bolts, handles, etc. and screws for these fittings (excluding sliding bolt) For single leaf shutter (HSR 17.72 a)
58.5
-
1
Providing and fixing 150 mm hasps and staples with necesseary screws etc complete. (HSR 17.78 b) aluminium
6
-
1
Providing & fixing helical door spring 150 mm (Superior quality), including necessary screws, complete (HSR 17.79(b)
2
-
1
Supplying and fixing hydraulic door closer I.S.I mark, with necessary screws etc. complete (b) I.S.I designation no. II (size of door 701 mm to 850 mm) (HSR 17.82 b)
22
-
1
Providing & fixing sliding bolt with nuts & screws etc complete (HSR 17.83 b.I.) (b) Aluminium
6
-
1
Providing & fixing sliding bolt with nuts & screws etc complete (b) Aluminium (ii) Size 250 mm x 16 mm (HSR 17.83 b.ii.)
5
-
1
Providing & fixing 0.50 mm thick aluminum sheet, including cost of necessary screws, etc. complete. (HSR 17.87)
3.25
-
1
Factory manufactured panelled door or glazed window shutter of commercial hard wood, such as hollock, champ and Lalmarandi (non-coniferous timber other than teak, conforming to I.S. specification no. 1003, kiln seasoned), with 100 mm wide vertical styles, 150 mm wide lock rail, 200 mm wide bottom rail and 100 mm wide-other rails, with panels of 15 mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges, screws, chocks/cleats, stops and nails etc., complete fixed in position (excluding the cost of any fitting, other than specified above but including labour for fixing the same in position:- (HSR 17.90 a + 17.18- Note) 30 mm thick
13.29
-
1
Factory manufactured wire gauze door and window shutter of commercial hard wood such as hollock, champ and Lalmarandi etc. (non coniferous timber other than teak, conforming to I.S specification no. 1003, kiln sea soned) with 100 mm wide vertical styles 150 mm wide lock rail 200 mm wide bottom rail wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/cleats, stops nails etc. complete fixed in position (excluding the cost of any fittings, other than specified above but including labour for fixing the same in position)a (i) 30 mm thick (HSR 17.92 I - note I under 17.18)
13.29
-
1
Factory manufactured solid flush door shutters, with block board core as der I.S. No. 1659-1669 bonded with water, proof type danol formaloehyde synthetic resin, hot-press as , conforming to I.S. 2202 part-I and II fixed in position including iron hinges screws chocks/cleats and stops, etc. (Excluding the cost of any fittings other than specified above, but including labour for fixing the same in position):- (Note) Commercial veneering with vertical grains or cross bands and face vaneer on both sides comercial facing with laminated core and lipped edges. Duro, Green make 35 mm. Thick a (iii) (HSR 17.93a iii)
24.04
-
1
First storey
7.88
-
1
Wrought iron and mild steel (using angles, flats, square bars, tees and channels), ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12)
3.9
-
1
Fe-500 EQR TMT steel bars for RCC, works, where not included in the complete rate of RCC including bending, binding and placing in position complete. Tata, Tiscon will be prefered. In case of non avaibility RINL, SAIL will be prefered (N.S.)
86.58
-
1
Supplying and fixing glass panes including special metal sash putty of approved make (b) Glass panes 4 mm thick, exceeding 40 sq.dm areas (HSR 18.30 B)
18.86
-
1
Pressed steel sheet frames (chowkats) consisting of 2 mm thick steel sheet of the specified section including iron lugs (hold fasts) iron hinges, conforming to P.W.D specifications, including bolts for fixing stops, lock notch, provision for receiving tower bolts, and finished, with one coat of ready mixed paint red lead non-setting primer of approved quality fixed in position including the cost of cement concrete 1:3:6 for filling in the frames and cement concrete 1:3:6 for lungs complete.
b) Door and window frame of size 76 mm x 38 mm with 35 mm wide single rebate. (HSR 18.34 b) First storey
58.45
-
1
d) Door and window frame of size 114 mm x 50 mm with 35 mm wide double rebate (HSR 18.34 d) First storey
114.68
-
1
Preparation of sub grade, including trenching rough dressing of spoil, final dressing of earth, to given levels and camber, watering, rolling with road roller and compacting the bed in all respect. (HSR 24.1)
263.6
-
1
Providing and laying 150 mm thick granular sub base consisting of filter layer confirming to Table 400.1 Grading - III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).2. Material and operation manufacturing shall be approved by engineer. (NS)
39.54
-
1
Earth work with non plastic soil under floors /roads parking with Tibba Sand taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. (For any lead and lift). [NS]
555.91
-
1
P.H. Works:-
Excavation for pipelines running under pressure in trenches and pits in open area where disposal of surplus earth is done alongwith the alignment including trimming & dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc. refilling consolidation and watering of refill, in 15 cm layers and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc. outside the town in ordinary soil. (HSR 6.8) (a) With timbering and shoring upto 1.5 metre depth.
10
-
1
Labour for laying, jointing, fixing and testing G.I/P.V.C/W.I. pipe lines and specials tees bends, sockets, elbows etc. inside building and testing etc. complete including cutting threading. (HSR 28.18) b) Including cost of specials
15mm
70
-
1
20mm
58
-
1
25mm
36
-
1
Extra for fixing & jointing union couplings in G I on W I pipe line. (HSR 28.21) 15mm
15
-
1
20mm
24
-
1
25mm
9
-
1
Drilling and tapping cast iron pipe line of all diameters and screwing in ferrule and connections. (HSR 28.22) 40mm I/d
1
-
1
Cutting holes upto 23 cm square through brick work in mud walls for pipes and making good including repointing replastering and finishing according to existing finish where required. (HSR 28.23) a) 11.43 cm thickness of walls
12
-
1
b) 22.86 cm thickness of walls
18
-
1
Labour for fixing G.I or W.I pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage. (HSR 28.27) 15mm internal diameter of sleeve pipe
8
-
1
20mm internal diameter of sleeve pipe
6
-
1
25mm internal diameter of sleeve pipe
2
-
1
Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I pipelines laid in the ground or inside building including cartage from divisional stores or nearest railway station to site of works. (HSR 28.29) (i) 15mm internal diameter
6
-
1
20mm internal diameter
4
-
1
25mm internal diameter
2
-
1
Bailing out water from the trenches for making new connections in fully charged pipe lines including cleaning, trimming and dressing the trenches to correct alingment and grade as required by the Engineer-in-charge. (HSR 28.47) (a) Upto 200mm I/d
1
-
1
Construction brick masonray inspection chamber sizes as given below upto 0.60 metres average depth in cement mortar 1:5 lime concrete with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plastern 1:2 with a floating coat of 1 mm thick of neat cement RCC 1:2:4 slab 100mm thick/C.C. topping 50mm thick with 455 mm x 455 mm / 455 mm x 610mm inside light duty C.I inspection chamber cover and frame weight as per I.S.I specification painted with 3 coats of black bitumastic superior paint complete as per standard design. (HSR 29.84)
a) Size inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping.
c) 600 mm x 900 mm
5
-
1
Providing and laying SW pipe grade –A in standard length of 600 mm each pipe marked with IS :651 and their lowering, cutting , jointing & testing as described in HSR item No. 29.38 to 29.40 including the cost of jointing material as well as carriage, loading, unloading , stacking., handling, rehandling etc. complete in all respect to the satisfaction to the Engineer-in-Charge. (HSR 29.95)
ii) 150 mm i/d
30
-
1
Providing and fixing in position best Indian make European type water closet suite with concealed 'P' or 'S' trap with or without vent (as approved by the Engineer-in-charge) and all other necessary fitting as fully described in item no 30.3 above. (HSR 30.6) i) White
2
-
1
Extra over item no. 30.1 to 30.4 and 30.6 for providing and fixing 15 litres capacity low level vitreous china ware cistern complete with flush bend all other necessary fitting instead of C.I high level cistern complete with fitting. (HSR 30.12) (i) white
2
-
1
Extra over item no. 30.3 to 30.6 for providing and fixing best Indian make plastic hygenic seat with lid complete instead of hollow black or white plastic seat and lid. (HSR 30.13) (i) white plastic seat (Solid)
2
-
1
Extra for providing and fixing 32mm dia G.I/C.P flush pipe complete with acessories insread of 32mm dia glavnised telescopic flush pipe with clips (as required by Engineer-in-charge) (HSR 30.15) a) 32mm dia G.I flush pipe
2
-
1
Providing and fixing in position best indian make Lavatory suites (With full anti splash rim in vitreous china ware and all other necessary fittings as fully described in item no 30.41 above. (HSR 30.42) II) 530mmx450mm with one no. tap
2
-
1
VI) 630mmx550mm with one no. tap
2
-
1
Providing and fixing in position 32mm dia G.I waste pipe embedded in wall or lead waste pipe (weighing 3.47 kg. per metre and 2.8 mm thick) upto floor level including cost of wipped solder joint etc. complete (as required by the Engineer-in-charge) (As per item no 30.41) (HSR 30.48)
2
-
1
Providing and fixing in position best Indian make shower with 15 or 20 I/D in-let. (HSR 30.66) c) CP Brass with revolving joint
1
-
1
Providing and fixing in position best indian make towel rails fixed in with rawlslugs embedded in walls with C.P Brass screws, complete in all respect including cutting and making goods the walls etc. (As per item no 30.41) (HSR 30.68) a) 25mm dia C.P brass adjustable. ii) 600mm long.
2
-
1
Providing and fixing in position glass shelf fixed in with rawl plugs with C.P brass screws complete including cutting and making good the walls etc. (As per item no 30.41) (HSR 30.69)
c) Vitreous chinaware shelf 560mm long i) white.
2
-
1
Providing and fixing in position best Indian make bevelled edge 5.5mm thick mirror mounted on asbestos sheet ground fixed in position by means of 4 nos. chromium plated brass screws and washers over rubber washers and rawl plug embeded in the wall or chromium plated brass clamps with C.P. brass screws (as required by the Engineer -in -charge) complete including cutting and making good the walls etc. (As per item no 30.41) (HSR 30.71)
a) Indian make (I) 600mmx450mm
2
-
1
Providing and fixing in position 15 mm I/d C.P. brass bib cocks of best quality (as required by the engineer I charge) (HSR 30.75) (a) Bib cock long body
2
-
1
(b) Bib cock
2
-
1
Providing and fixing in position C.P brass stop cocks (as approved by the Engineer-in-Charge) (HSR 30.76) a) 15mm stop cock
i) Stop cock male and female end.
2
-
1
ii) Concealed stop cock with flange
2
-
1
Providing and fixing in position best indian make elexible tube connection. (HSR 30.82)
b) C.P brass i) 15mmx300mm.
2
-
1
Providing and fixing in position H.C.I soil waste vent or antisyphonage pipes to I.S.I specification of E.L.C manufacture or of any other reputed firm including cutting and wastage etc. and cutting holes in walls, roofs or floor etc. and making good to its original condition but excluding cost of lead jointing. (HSR 30.84) 100mm internal diameter
30
-
1
75mm internal diameter
20
-
1
Providing lead caulked joints to H.C.I pipes and specials conforming to I.S.I specification of ElL.C manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. (HSR 30.87) 100mm internal diameter (1.13kg)
5
-
1
75mm internal diameter (0.91kg)
4
-
1
Providing and fixing in position M.S or heavy flat iron clamps made out of M.S flat not less than 5 mm of the approved deign for fixing C.I soil waste vent or anti pipes to walls complete in all respects including cutting and making good the walls and floors etc. and painting. (HSR 30.88) a) For 100 mm internal diameter pipes
7
-
1
b) For 75 mm internal diameter pipes
6
-
1
Providing and fixing HCI floor traps ISI marked of the self cleaning design with C.P brass hinged grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors etc. minimum depth of water should be 150 mm with a minimum seal of 50mm. (HSR 30.89) a) With 75mm I/d outlet.
4
-
1
Providing & fixing in position HCI 50mm internal diameter outlet plain nahani trap I.S.I marked of the self -cleaning design with C.P brass hinged grating with frame weighting 6.80 kg. each fixed complete as fully described in item no 30.89 above. (HSR 30.90) b) With 75mm I/d outlet plain Nahani trap .
5
-
1
Providing and fixing in position H.C.I. special for soil, waste, vent or anti-syphonage pipes to I.S.I marked including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condidition but excluding cost of lead jointing. (HSR 30.91) (a) 100mm i/d pipes
(i) Heal rest bend
4
-
1
(xiii) Bend with door
7
-
1
(xxii) Collars
15
-
1
(xxiv) c) WC connection 300mm long
8
-
1
(b) 75mm
(xiii) Bend with door
4
-
1
(xiv) Bend Plain
4
-
1
(xxii) Collars
16
-
1
Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with H.C.I. grating 150mm x 150mm cast iron cover weighing approximately 7.26kg and frame clear opening 300mmx300mm and outside size 330mmx330mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:8:16 in foundation, and cement concrete 1:2:4 in coping around C.I cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I work as per standard design, minimim depth of water should be 150mm with a minimum seal 50mm. (HSR 30.114) a) 100mm internal diameter S.W gully trap.
4
-
1
Providing and fixing HDPE water storage tanks of sintex, Diplast, O.K. supreme make with covers/lids marked with IS:12701 on roof top of buildings including cost of hoisting and placing Iin position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction to the Engineer. (HSR 30.119) 1000 Ltr. Cap.
2
-
1
Providing for laying, jointing, fixing and testing G.I. (Medium class "B" type of Tata & Jindal make) pipe lines and specials tees bends, sockets, elbows etc. inside building and testing etc. complete including cutting threading. Including cost of Special. G.I. specials shall be of Make:- UNIK, TATA, ZOLOTO. (NS)
(i) 15 mm internal diameter of pipeline
75
-
1
20 mm internal diameter of pipeline
61
-
1
25 mm internal diameter of pipeline
38
-
1
Extra for fixing and jointing union couplings in G.I. and W.I. pipelines. [NS]
(i) 15 mm internal diameter
15
-
1
20 mm internal diameter
24
-
1
25 mm internal diameter
9
-
1
Providing, fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside building including cartage from divisional stores or nearest railway station to site of works. (NS) (a) 15 mm internal diameter
6
-
1
20 mm internal diameter
4
-
1
25 mm internal diameter
2
-
1
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