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Costs
EMD
₹ 46,000Document Cost
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Description
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Contact
Tender Id
2019_HRY_83765_1Bid Award Id
ViewTender No
2019_HRY_80582_1Tender 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 & plinth (HSR 10.28)
0.33
-
1
Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth (HSR 10.39)
25.03
-
1
Cement concrete 1:1-1/2:3 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+10.95a)
1.45
-
1
Cement concrete 1:1-1/2:3 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)
31.99
-
1
Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20cm thickness (straight and curved) beams, girders, stairs, columns, (square 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)
16.65
-
1
Cement concrete 1:1-1/2:3 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 work upto 1.5 metres below ground level). (HSR 10.90+10.95(a)
10.04
-
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 penetration at 1.65 Kg. per sqm laid Hot and sanded. (HSR 10.114)
53.86
-
1
Providing and laying 50mm thick interlocking paver blocks of all shapes and colours in design mix cement M-30 over a bed of 25mm thick fine sand complete in all respect. (HSR 10.157)
167.92
-
1
First class brick work laid in cement sand mortar 1:6 in foundation and plinth. (HSR 11.2)
79.4
-
1
First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)
26.43
-
1
First class brickwork laid in cement sand mortar 1:6 in first storey upto 4 meters above plinth level. (HSR 11.7 + 11.41)
First Storey
89.7
-
1
Second Storey
14.52
-
1
First Class brick works laid in cement sand mortar 1 : 4 in first storey up to 4 mertes above plinth level (HSR 11.9)
6.01
-
1
11.43 cm thick brick wall laid in cement sand mortar 1:4 without reinforcement, in foundation and plinth. (HSR- 11.47)
1.58
-
1
11.43 cm thick brick wall laid in cement sand mortar 1:4 in super structure (HSR 11.48) (a)
57.78
-
1
Brick Jali with 22.86cmx11.43cm thick alternate layers laid in cement sand mortar 1:4 using 58 numbers bricks. (HSR 11.71)
17.56
-
1
Top khurra 0.6 m x 0.6 m for rain water pipe tin 25 mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. (HSR 13.50)
9
-
1
Bottom khura on ground 1.2 m x 0.6 m consisting of 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)
9
-
1
Cement concrete 1:2:4 gola 10cm X 10cm quadrant along junction of roof with parapet wall finished smooth, where specially specified. (HSR 13.64)
133.5
-
1
Providing & fixing PVC Rain water pipe 6Kg Pressure of ISI mark in cement mortar during masonry work. (HSR 13.89) (b) 150 MM dia PVC pipe 6 Kg. Pressure (Make - Supreme Finolex Prince)
26.97
-
1
Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and an other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 Kg per sqm on top of R.C.C. slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13)
228.35
-
1
Conglomerate floor 40 mm thick cement concrete topping 1:2:4 (HSR 14.9)
8.36
-
1
Conglomerate floor 50 mm thick cement concrete topping 1:2:4 (HSR 14.10)
21.03
-
1
Conglomerate floor 40 mm thick cement Con. 1:2:4 on 100mm cement concrete 1:8:16 and 100mm sand or stone filling. (HSR 14.12)
190.03
-
1
Kotah stone flooring minimum 25 mm thick in any pattern as specified over 20 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)
23.6
-
1
P & F Ist quality ceramic glazed wall tiles confirming to IS 15622 (thickness to be specified by the manufacturer) of approved make in all colors shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting , riser of steps and dados over 12mm thick bed of cement mortar 1:3 coarse sand and jointed with grey cement slurry including pointing in white cement mixed with pigment of matching shades complete in all respect as per HSR 14.92 (a) Size 200mm X 300 mm
53.79
-
1
12mm thick cement plaster 1:4 (HSR 15.5)
16.71
-
1
12 mm thick cement plaster 1:6 (HSR 15.7)
490.3
-
1
15 mm thick cement plaster 1:5 on the rough side of single of half brick wall (HSR 15.11)
103.34
-
1
15 mm thick cement plaster 1:6 on the rough side of single or half brick wall (HSR 15.12)
727.56
-
1
6 mm thick cement plaster 1:4 on wall. (HSR 15.50)
54.01
-
1
10 mm thick cement plaster 1:4 (HSR 15.52)
225.33
-
1
Cement pointing 1:2 deep variety on brick and tile work. (HSR 15.60)
103.34
-
1
Applying pink primer or aluminium priming ocat on wood work including preparation of surface, Knotting and stopping etc. Painting two coat with mixed plain i/c priming coat (Chocolate brown colour) (HSR 16.2 + 16.4)
226.51
-
1
White washing three coats. (HSR 16.48)
103.34
-
1
Preparation of plastered surfaces for oil bound distemper including sand papering the surface, applying one coat of linseed oil, and filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to the required finish complete. (HSR 16.52)
901.44
-
1
Preparation of plastered surfaces for oil bound distemper including sand papering the surface, applying one coat of linseed oil, and filling with approved quality filler complete (HSR 16.53)
548.46
-
1
Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.58)
901.44
-
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)
153.17
-
1
Commercial hard wood such as hollock, champ, chikrassy and chaplash, etc. (non-coniferous timber other than teak conforming to I.S. specification No. 1003 Kiln seasoned), shutters with vertical styles and rails, as specified in the statement No. 1 (attached in the end of this chapter with two nos. plywood panels of the specified thickness, mentioned below, tongued and grooved including the cost of iron hinges ,screws,chock/cleats, stops, etc., complete fixed in position excluding the cost of tower bolts and handles but including the labour for fixing the same. (HSR 17.30) a) 35mm thick (12mm thick commercial ply-wood panel).
56.37
-
1
Cup board shutters of commercial hard wood such as hillock, champ, chikrassy , and chaplash, etc, (Non-coniferous timber other than tack conforming to I.S specification no. 1003, kiln seasoned) excluding chowhat but commercial plywood panels or faced on one side including iron hinges and screws fixed in position (excluding the cost of handles,tower bolts , hasp with stample, but including the labour for fixing the same. (HSR-17.32 (a) 40mm thick
7.25
-
1
Cost of aluminum fitting complete for doors and windows, such as tower bolt, handles etc. screws for these fittings (excluding sliding bolt) complete. (HSR 17.72 (a)) Single leaf shutter
56.37
-
1
Providing and fixing sliding bolt with nuts and screws,etc.,complete (HSR 17.83 (b)) (Labour Rate) Size 300mm x 16mm
18
-
1
Wrought iron and mild steel (using angles, flats, square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors open able 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)
5.76
-
1
Cold twisted deformed Tabbed/Tor steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete.
(Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732.Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement). (NS)
61.68
-
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 frame, and cement concrete 1:3:6 for lugs complete. (HSR 18.34 (b)) door and window frame of size 76mm x 38mm with 35mm wide single rebate
207.8
-
1
Earth work non plastic in embankment including excavation of earth in all kinds of soil with all lead and lift including loading, unloading, watering and compaction, compensation of earth etc., complete in all respect CBR minimum 5% sandy soil. (The agency will give the source of earth from where he carts the earth) (N.S.) For filling under floors
214.46
-
1
P.H. Works:-
Excavation for pipe lines running under pressure in trenches and pits in open areas, where disposal of surplus earth is done alongwith the alignment and restoration of unmetalled or unpaved surface to its original condition, ordinary soil. (HSR 6.8 (a))
48.18
-
1
Cement Concrete 1:8:16 with brick ballast 40 mm nominal size in foundation & plinth (HSR 10.26)
4.59
-
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 tesitn etc., complete i/c cutting threading. (HSR 28.18) (i) 15mm dia
15.42
-
1
20mm dia
65.73
-
1
Extra for fixing and jointing union coupling in GI and WI pipeline. (HSR 28.21) (i) 15mm dia
12
-
1
20mm dia
24
-
1
Cutting holes upto 23cm through square through brick work in mud walls for pipes and making good including repainting replastering and finishing according to existing finish where required. (HSR 28.23).11.43cm thickness of walls (a)
6
-
1
22.86cm thick wall
12
-
1
Fixing and jointing gun metal peet (valves Heavy pattern) including cartage. (HSR 28.29) (ii) 20mm dia
6
-
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 alignment and grade as required by the Engineer-in-charge. (HSR 28.47)
3
-
1
Constructing brick masonry inspection chamber sizes as given below upto 0.60 meter average depth benching 12mm thick cement plaster 1 : 2 RCC 1:2:4 slab 100mm thick / cement concrete topping 50mm thick with 455mmx 455mmx610mm inside light duty C.I. inspection chamber cover and frame with 3 coats of black bitumastic. (HSR 29.84) c) Size 450mm x 450mm inside.
3
-
1
Providing & fixing PVC Rain water pipe 6Kg Pressure of ISI mark in cement mortar during masonry work. 100mm dia PVC pipe 6 Kg. Pressure. (HSR 13.89 (a))
42.87
-
1
Providing & fixing PVC Bend ISI Mark. (a) 100mm dia PVC Bend (HSR 13.90 (a))
6
-
1
Providing and fixing in position best Indian make (to the approval of the Engineer-in-charge). Indian type orissa or orya water closet suite for sinking into floor, with raised foot treads complete with 100mm H.C.I. ‘P’ Trap with or without vent as required and all other necessary fitting as fully described in item No.30.1 Above (HSR 30.2)
3
-
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 fittings as fully described in item no. 30.3 above (i) White. (HSR 30.6 (i))
3
-
1
Extra over item no. 30.1 to 30.4 for providing and fixing 15 litres capacity low level vitreus china ware cistern complete with flush bend all other necessary fitting instead of C.I. high level citern complete with fitting. (HSR 30.12). I) white plastic seat (solid)
6
-
1
Extra over item nos. 30.3 to 30.6 for providing and fixing best Indian make plastic hygienic seat with lid complete instead of hollow black or white plastic seat and lid. (HSR 30.13). i) white plastic seat (solid)
3
-
1
Proving and fixing in position best Indian make lavatory uites consisting of. (HSR 30.41) (iv) Size 550mm x 400mm with one no. Tap
3
-
1
Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the Engineer-in-Charge). (HSR 30.75)
(a) Bib cock long body
6
-
1
Bib cock
6
-
1
Providing and fixing in position C.P. brass stop cocks ( as approved by the Engineer-in-Charge). (HSR 30.76)
9
-
1
Prov. and fixing in position best Indian make flexible tube connection. (HSR 30.82) (a) C.P. brass.
9
-
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. G.I. specials shall be of Make:- UNIK, TATA, ZOLOTO. (NS)
(i) 15mm dia
15.42
-
1
20mm dia
100.59
-
1
Providing, fixing and jointing union couplings in G.I. and W.I. pipelines. (NS)
(i) 15mm dia
12
-
1
20mm dia
24
-
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)
6
-
1
Providing and fixing HDPE water storage tank 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 in position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plus on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction of Engineer-in-Charge (except civil work) (HSR 30.119) (i) 500 Ltrs.
3
-
1
First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)
16.2
-
1
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