Haryana Police Housing Corporation Tender
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Costs
EMD
₹ 1,76,000Document Cost
₹ 5,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2021_HBC_171030_3Bid Award Id
ViewTender No
2021/HPHC/MAY-13/07Tender Authority
Haryana Police Housing Corporation ViewPurchaser Address
-Website
http://https://hphc.org.in/
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Documents
BOQ Items
Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing (HSR 8.5) (CP @ 550%)
b) In cement
23.77
-
35.6
Dismantling white or coloured glazed tiles (to be carefylly removed) (HSR 8.38) (CP @ 550%)
54.25
-
7.1
Cement concrete 1 : 8 : 16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28 + CP 450%)
5.26
-
318.65
Cement concrete 1 : 6 : 12 with stone aggregate 40 mm Nominal size in foundation and plinth (HSR 10.32 + CP 450%)
28.48
-
348.25
Cement concrete 1 : 4 : 8 with stone aggregate 40 mm Nominal size in foundation and plinth (HSR 10.39 + CP 450%)
32.44
-
403.1
Pre-cast cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface indluding from work, placing and fixing in position, complete at the ground level or in first storey. (HSR 10.77 + 10.95a) (CP @ 450%)
7.03
-
1029.4
Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work, but excluding steel reinforcement, centring and shuttering in first storey upto 4 metres above plinth level. (HSR 10.80 + 10.95a) (CP @ 450%) 1st Storey
6.53
-
718.95
2nd Storey
5.05
-
726.25
3rd storey
1.05
-
733.55
Cement concrete 1:1.5:3 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)(C.P 450%) 1st Storey
35.55
-
1084.8
2nd storey
25.78
-
1092.1
3rd storey
4.87
-
1099.4
Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects (HSR10.86+10.95) (CP450%) 1st Storey
119.83
-
1188.75
2nd storey
31.78
-
1196.05
3rd storey
4.32
-
1203.35
Cement concrete 1:1-1/2:3 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. (HSR10.89 + 10.95 a)(C.P450%) 2nd Storey
3.09
-
1716.25
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 (HSR10.90+10.95) (CP450%)
75.21
-
774
Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size in pavements, roads, taxi-tracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete (HSR 10.132 + 10.95a) (CP @ 450%)
28.48
-
729.3
Providing and laying 60mm thick ISI marked interlocking paver blocks (conforming to IS 15658 2006) of all shapes and colours of design mix cement M-35 over a bed of 25mm thick fine sand complete in all respect (HSR 10.158 + CP @ 0%)
44.59
-
429
First class brick work laid in cement sand mortar 1:6 in foundation and plinth., as per HSR 11.2 (C.P.@650%)
26.32
-
393.45
Providing and Laying Autoclaved Aerated (cellular) concrete light weight blocks (As per IS :2185, Part 3) having density of 550 to 650 kg/m3 and comprehensive strength of 4.0 N/mm2 masonary in non load bearing walls using 100mm thick AAC block complete in all respects. (with polymer modified adhesive of reputed make as approved by Engineer-in-charge in super structure) (HSR 11.104 + CP @ 0%)
29.26
-
480.15
Providing and Laying Autoclaved Aerated (cellular) concrete light weight blocks (As per IS :2185, Part 3) having density of 550 to 650 kg/m3 and comprehensive strength of 4.0 N/mm2 masonary in non load bearing walls using 100mm thick AAC block complete in all respects. (with polymer modified adhesive of reputed make as approved by Engineer-in-charge in super structure) (HSR 11.105 + CP @ 0%) 1st Storey
64.47
-
4129
2nd Storey
78.41
-
4186.75
3rd storey
29.76
-
4194.05
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 over a polythene film of 100 micron (0.1 mm) thickness with 25 mm thick layer of of fine sand, above and below the polythene film, laid on top of R.C.C., slab, including grouting with cement sand mortar 1:3 and top surface to be left clean. (HSR 13.13+ CP 600%) 1st Storey
72.04
-
52.95
2nd Storey
139.35
-
53.95
3rd storey
30.19
-
54.95
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 + CP 240%)
6
-
12.3
Cement concrete 1:1½:3 gola 10 cm X 10 cm quardrant along junction of roof with parapet wall finished smooth, where specially specified., as per HSR 13.64 (C.P.@ 240%)
86.72
-
6.03
P/F PVC rainwater pipe, 6 Kg presure of ISI mark in cement mortar during masonary work, as per HSR 13.89(C.P.@ 20%) a) 100mm dia PVC pipe
43.43
-
182
Providing and fixing PVC bend ISI mark, as per HSR 13.90(C.P.@ 20%) a) 100mm dia PVC Bend
12
-
97.4
Providing and fixing mineral fibre false ceiling tiles at all heights of size 595 x 595mm of approved texture, design and pattern. The tiles should have humidity resistance (RH) of 99%, light reflectance 785%, thermal conductivity k = 0.052 - 0.057 w/m K, fire performance as per (BS 476 pt - 6 & 7) in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33mm thick (galvanized @ 120 gsm) comprising of main T runners of 15x32mm of length 3000mm, cross T of size 15x32mm of length 1200mm and secondary intermediate cross T of size 15x32mm of length 600mm to form grid module of size 600x600mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50mm long 8mm outer diammeter M-6 dash fasteners, 6mm diameter fully threaded hanger rod upto 1000mm length and L-shape level adjuster of size 85x25x2mm, spaced at 1200mm centre to centre along main 'T'. The system should rest on periphery walls/ partitions with the help of GI perimeter wall angel of size 24x24x3000mm made of 0.40mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450mm centre to centre & 40mm long dry wall SS screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights.
The work shall be carried out as per specifications, drawings and as per directions of the Engineer-In-Charge with or without groves (HSR 13.92) (CP @ 10%)
17.84
-
700
Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1 + CP 400%)
270.98
-
36.95
Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping (HSR 14.4 + CP 400%) 2nd Storey
195.09
-
15.65
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., as per HSR 14.45+ note (C.P.@ 400%)
44.38
-
111.48
Extra for noising in marble stone for treads. HSR 14.50 (CP @ 90%)L.R
120.7
-
19
Kotah stone flooring 20 mm to 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, as per HSR 14.62 (C.P.@250%) Note (i) Single piece of stone to be used in steps of staircase
(ii) Size of one piece should not be less than 22"x 22"for flooring
(iii) Kotah stone with spacer joint 1"wide duly finished with marble chips in white cement (iv) No extra payment will be made on behalf of above Note (i), (ii) & (iii). 1st Storey
244.98
-
201.95
2nd Storey
176.97
-
202.25
Kotah stone 20 mm thick in skirting risers of steps, dados, pillars and wall facing (lining) in any pattern 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+ CP 250%)Note (i) Single piece of stone to be used in steps of staircase
(ii) Size of one piece should not be less than 22"x 22"for flooring
(iii) Kotah stone with spacer joint 1"wide duly finished with marble chips in white cement (iv) No extra payment will be made on behalf of above Note (i), (ii) & (iii).
24.5
-
237
2nd Storey
17.7
-
237.3
Providing and fixing ceramic tiles/ anti skid tiles of size of size 400mm x 400mm or above size of approved make in floors, laid in any pattern as specified over base of 20mm thic cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. NOTE:- Tile shall be of premium quality(first qualit) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT, JOHNSONS,RAK AND SIMPOLO. (HSR 14.91) DOUBLE CHARGE
17.84
-
624
Providing and fixing 1st quality ceramic glazed wall tiles confirming to I.S 15622 (thickness to be specified by the manufacture) of approved make in all colors, shades except burgundy, bottle green black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12mm thic 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. (HSR 14.92 + CP Nill)
b) size of ceramic Glazed tiles 300mmx 450mm
72.83
-
648.15
Providing & laying baroda green marble stone 17mm and above thick flooring included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1:3 and jointed with white slurry mixed with pigment to match the shade of marble including rubbing and polishing. The sample shall be got approved from Engineer In Charge for all heights/ storey (HSR 14.96 + CP @ 0%)
38.76
-
1281
12 mm thick cement plaster 1:4. HSR 15.5 + CP 600%)
1st Storey
312.56
-
12.7
2nd Storey
532.13
-
12.88
3rd storey
214.04
-
13.06
10 mm thick cement plaster 1:4 HSR 15.52 + CP 600%) 1st Storey
284.38
-
12.65
2nd Storey
213.21
-
12.83
3rd storey
29.03
-
13.01
Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete (HSR 16.1 + CP 230%)
54.63
-
4.6
Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. 1st Quality (HSR 16.2 + CP 230%)
54.63
-
3.75
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade.(HSR 16.3 + CP 230%)
98.24
-
9.4
Applying priming coat with metal primer on New steel or iron work including preparation of surface.(HSR 16.9 + CP 230%)
43.62
-
3.15
Distempering with washable oil bound distemper (of approved manufacture) two coats on new work.(HSR 16.58+ CP 230%)
1155.59
-
9.1
Pdg. Two coats of exterior acrylic emulsion paint (HSR 16.79(b) + CP Nill%)
1058.73
-
48.75
Providing and applying two coats of white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete (HSR 16.81 + CP 230%)
1585.35
-
11.35
Supplying and fixing hydraulic door Closer, I.S.I mark, with necessary Screws, etc., complete- (HSR 17.82 + CP 300%)
c) I.S.I designation no. III (size of door 851 mm to 1000 mm)
10
-
216.5
Factory manufacture solid flush door and Shutters, with block board core as per I.S. No. 1659-1969 bonded with water poof type phenol formal dehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part I and II, fixed in positon includeing 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) (a) commercial veneering with vertical grains or corss bands and face veneer on both sides commercial facing with laminated core and lipped edges:- HSR 17.93-17.18 note + CP 200%) 35mm thick
22.76
-
436.15
Providing & fixing aluminium work for doors windows, ventilators and parti-tions with extruded built up standard tubular sections/apropriate Z sections and other sections of approved make conforming to IS, 733 and IS : 1285 fixed with rawlplugs and screws or with fixing clips or with expansion hold fasterners including necessary filling up of gaps at junctions, at top, bottom and sides with required neoprene felt etc. aluminium sections shall be smooth, rust free straight mitred and jointed mechanically wherever required including cleat angle. Aluminium snap beading for glazing/panclling C.P. brass/stainless steel screws, all complete. Fixed Portion powder coating of 50 micron (HSR 17.95 + CP @ 15%)
336
-
257.3
Providing and fixing glazing in aluminium door, windows, ventilator shutter and partitions etc. with PVC / neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basic items.) (HSR 17.98(b) + CP 15%) b) With float glass panes of 5.0 mm thickness.
11.84
-
700
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 + CP 500%)
12.04
-
1040.35
Steel reinforcement TMT bars FE-500 EQR/EE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/ depths/ storeys/ basements etc.
Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, 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 itesms shall be deemed to be included in the rates for reinforcement. (HSR 18.22)(CP 500%)
413.5
-
927.05
Supplying and fixing glass panes including special metal sash putty of approved make (HSR 18.30 + CP 500%)
b) glass panes 4 mm thick, exceeding 40 sq dm areas.
23.36
-
115.4
Pressed steel sheet frams ( chowkats), consisting of 2mm thick steel sheet of the specified section, including iron lugs ( hold fasts), iron hinges , confirming to P.W.D. specifications, including bolts for fixing stops, locknotch, 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 conc. for lugs complete (HSR 18.34 + CP 500%)
c) Door and window frame size 127 mm X 50 mm with 40 mm wide double rebate
186.54
-
76.8
d) door and window frame of size 114 mm X 50 mm with 40 mm wide single rebate.
67.06
-
69.75
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, as per HSR 24.1 (C.P.@ 370%)
187.01
-
92.45
TOTAL CIVIL (HSR PART)
-
-
-
PH (HSR PART)
-
-
-
Excavation for pipelines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done alongwith the alignement including trimming & dressing sides, levelling of beds of trenches to correct grade, cutting joints holes, cutting trees and bushes, etc., complete in all respect. (HSR 6.8 + CP 370%) a) Without timbering and shorting upto 1.5 metres depth
22.64
-
1030
Excavation of trenches in streets, lanes or in Open areas for storm sewer, sewers running by Gravity nd manholes to full depths as shown In drawings including shoring timbering of Poling boards, frame System type, dressing to correct Sections and dimensions, according to templates and levels, Dewatering, provision for diversion of traffic, cutting trees and Bushes etc. complete in all respect as per (HSR 6.10 + CP 370%) a) For depths of excavation not exceeding 3 metres, from ground level. (Excluding side shuttering etc)
22.64
-
1189
Cement concrete 1 : 6 : 12 with stone aggregate 40 mm Nominal size in foundation and plinth (HSR 10.32 + CP 450%)
3.74
-
348.25
Cement concrete 1; 2 ; 4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR10.41 + CP 450%)
15.06
-
615.6
Cutting holes upto 23cm through stone masonary or brick work in cement walls for pipesw and making good including repainting replastering and finishing according to existing finish where required (HSR28.24 + CP300%) a) 11.43 cm thickness of the walls
20
-
14
b) 22.86 cm thickness of the walls
20
-
20.35
Masonry Chambers.
CONSTRUCTION BRICK MASONRY INSPECTION CHAMBER SIZES AS GIVEN BELOW UPTO 0.60 METRE AVERAGE DEPTH in cement mortar 1:5 LIMECONCRETE with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 BENCHING 12mm THICK CEMENT PLASTER 1:2 with a floating coat of 1mm thick of neat cement, R.C.C.1:2:4 SLAB 100mm THICK /C.C.TOPPING 50 mm THICK WITHOUT 455 MM x455MM/455MMx610MM INSIDE LIGHT DUTY SFRC frame and cover instead of C.I. INSPECTION CHAMBER COVER AND FRAME weight as per I.S.I. specification painted WITH 3 COATS OF black bitumastic superior paint but inclusive of standard SFRC cover with frame complete as per standard design directed by engr-in-charge. (HSR 29.84 + CP 450%)
-
-
-
a) Size 450 mm x 450 mm inside
10
-
414
c) Size 600 mm x 900 mm inside
10
-
690
Providing salt glazed stoneware pipe grade in standard length of 600 mm each pipe marked with IS 651 and their lowering cutting jointing and testing as described in Hsr item no 29.38 29.39 29.40 i/c the cost of jointing material as well as carriage loading unloading stacking handling rehandling etc complete in all respect to the satisfaction of the EIC(HSR 29.95)(CP5%) b) 200mm
60.96
-
253
PROVIDING AND FIXING IN POSITION INDIAN MAKE (ORDINARY) LAVATORY SUITES Consisting of Lavatory in VITREOUS CHINAWARE size as given Below (to the approval of the Engineer-in-charge) including china plug for tap hole where necessary; R.S or C.I BRACKETS for building into wall including Painting; 32 mm C.P BRASS WASTER WITH C.P brass chain and rubber plug; 15 mm C.P BRASS SCREW DOWN PILLAR TAP WITH Jamnuts or couplings best design ( as approved by the Engineer- In-charge) ALL FITTINGS BEST INDIAN MAKE and; to the approval of the Engineer-in-charge. ALL brass work chromium plated and COMPLETE in all respects INCLUDING cutting and MAKING GOOD THE WALLS FLOORS AND PAINTING OF FITTINGS ETC. ALL brass work chromium plated and COMPLETE in all respects INCLUDING cutting and MAKING GOOD THE WALLS FLOORS AND PAINTING OF FITTINGS ETC.(HSR 30.41 (CP 340%) iv) Size 550 mm x 400 mm with one no. tap
8
-
407
Providing and fixing in position best Indian make Pedestal fittings of vitreous chinaware complete (as required by the Engineer-in-charge), as per HSR 30.44 (C.P.@ 340%) i) White
8
-
279
PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE SHOWER WITH 15 OR 20 I/D INLET. (HSR 30.66) (CP 340%) c) C.P brass with revolving joint.
8
-
122
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 GOOD THE WALLS ETC. (HSR 30.68) (CP 340%) a) 25 MM DIA C.P BRASS ADJUSTABLE ii) 600 mm long.
4
-
61
Providing and fixing in position best Indian make Soap dish fixed into wall with C.P brass screws and complete in all respects including cutting and making good the wells etcs. ( HSR 30.70) (CP 340%) a)C.P BRASS
ii) Soap dish small
15
-
46.5
Providing and fixing in position 15 mm i/d C.P brass bib Cocks of best quality (as required by Engineer-in-charge) Long nose (HSR 30.75) (CP 340%) a) Bib cock long body
20
-
116
c) Bib cock
30
-
100
Providing and fixing in position C.P brass stop cocks (as Approved by the Engineer-in-charge) (HSR 30.76) (CP 340%) a) 15 MM STOP COCK
ii) Concealed stop cock with flange.
15
-
130
PROVIDING AND FIXING LEAD INLET CONNECTION WITH BRASS UNION FOR FLUSHING AND WARNING PIPES COMPLETE IN ALL RESPECTS. (HSR 30.93 (CP 300%)
c) 15mm alkahene pipe inlet connection
8
-
10.5
CUTTING CHASE IN BRICK WALLS IN CEMENT OR IN FLOOR FOR EMBEDDING G.I OR H.C.I PIPE LINES AND MAKING GOOD THE SAME TO ITS ORIGINAL CONDITION (HSR 30.95(CP 340%)
c) Size 75 mm x 50 mm
21.34
-
4
PROVIDING AND FIXING IN POSITION AUTOMATIC BRASSBALL VALVES IN TANKS (HSR 30.110 (CP 340%) b) WITH PLASTIC BALL
(ii) 20 mm internal diameter
10
-
48
PROVIDING AND FIXING IN POSITION UPVC GULLY TRAPS FIXED IN CEMENT CONCRETE 1:4:8 complete WITH H.C.I GRATING 150 MM X 150 MM CAST IRON COVER WEIGHING APPROXIMATELY 7.26 KG AND FRAME CLEAR OPENING 300 MM X 300 MM and outside size 330 mm x 330 MM AND CHAMBER INCLUDING cost of all brick work in CEMENT MORTSAR 1:5 CEMENT CONCRETE 1:8:16 IN FOUNDATIONS 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, minimum depth of water should be 150 mm with a minimum seal 50 mm., including 110 mm internal diameter S.W. R. gully trap, as per HSR 30.114 (derived rate), C.P. @ 0%
10
-
978.6
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 in position, making connections with inlet and outlet pipes, providing overflow & 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 of Enginer in charge. (HSR 30.119) (CP 0%) 1000 ltr. Capacity
10
-
5263
TOTAL PH (HSR PART)
-
-
-
DSR PART
-
-
-
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. (DSR 8.2)
Granite of any colour and shade Area of slab upto 0.50 sqm
4.65
-
2530.41
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 : (DSR 9.96) (Powder coated) Note:- no extra payment will be made for powder coating
300x16mm
10
-
192.86
250x16mm
5
-
173.78
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 : (DSR 9.97) (Powder coated) Note:- no extra payment will be made for powder coating 200 x 10mm
20
-
67.5
150x10mm
48
-
56.25
100 x 10mm
48
-
43.61
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 : (DSR 9.100) (Powder coated) Note:- no extra payment will be made for powder coating
125mm
48
-
44.74
100mm
48
-
39.64
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 equired colour and shade, with necessary screws etc. complete. (DSR 9.101)
10
-
46.54
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge.( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) (DSR 10.28)
1.5
-
402.82
Grouting the joints of flooring tiles having joints of 3 mm to 5mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade(0.10 kg of hardener and 0.20 kg of resin per kg), including filling/grouting and finishing complete as per direction of Engineer-in-charge (DSR 11.48.2)
Size of Tile 600x600 mm or 395 x 395mm
17.84
-
169.02
Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ per liter respectively conforming to IS: 2547 (Part- 1 & II) 1976, applied on hacked / uneven background such as bare brick/block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete. (DSR 13.78)
628.97
-
240
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (DSR 17.28) Semi rigid pipe
32mm dia
4
-
70.16
Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etccomplete (DSR 17.78)
4
-
11081.94
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall (DSR 18.7)
25 mm nominal outer dia. Pipes.
53.04
-
332.28
32 mm nominal outer dia .Pipes.
76.2
-
432.5
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc. (DSR 18.8)
20 mm nominal outer dia .Pipes.
70
-
430.34
25 mm nominal outer dia .Pipes.
90
-
505.76
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work (DSR 18.9)
25 mm nominal outer dia. Pipes.
100
-
293.99
40 mm nominal outer dia. Pipes.
100
-
483.08
Providing and fixing gun metal gate valve with C.I. wheel/Arm of approved quality (screwed end) : (DSR 18.17) 25mm nominal bore
50
-
447.44
Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : (DSR 18.47)
20mm nominal bore
50
-
578.39
25mm nominal bore
50
-
649.44
32mm nominal bore
50
-
689.18
40mm nominal bore
50
-
750.56
Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. (DSR 18.53A)
50
-
55.13
TOTAL (DSR PART)
-
-
-
CIVIL (NS PART)
-
-
-
Applying priming coat with exterior primer before provided weather shield exterior paint on outer walls on plastered/Brick surface (NS)
1058.73
-
25.7
Earth Filling with the earth brought from outside the campus irrespective of any lead, including laying in 15cm layers, watering, compacting and consolidating complete in all respect & to the full satisfaction of engineer in charge (NS)
643.06
-
252
Extra for Granite polish on Kota stone flooring (NS)
464.15
-
49
Extra for Trimix on concrete pavement with vaccume dewatering system, complete in all respect (NS)
187.01
-
61.75
Providing 50mm x 4mm size groove as expansion joint in concrete pavement by mechanical cutter, complete in all respect (NS)
91.74
-
28
P & F stainless steel wire mess jali of 22 gauge, clear aperture 1.4mm in 304 grade in aluminium door & window in aluminium section including PVC/Neoprone gasket & Labour for fixing (excluding the coast of beading, channel etc, the same will be paid in aluminium work (NS)
11.84
-
800
Providing & Fixing aluminium fittings for door and windows shutters with stainless steel or C.P brass screws of required size complete. (NS)
Sliding Bolt 200 x 16mm
10
-
189.7
Folding handle 100mm
50
-
85
Hasp & staples 150mm long
10
-
20
Eye Hook
20
-
30
P/F of ACP sheet 4mm thick complete in all respect (NS)
4.18
-
1948
Providing and Fixing mumty door consisting of mild steel angle iron frame 35x35x5mm thick, cross braces 20x5mm @4nos. at each side) and 2 nos. MS flat 50x6mm and covered withMS sheet 16 gauge including locking arrangement (with sliding bolts & T-bolt) (NS)
70
-
74.35
Making Chases in brickwork for providing skirting flush with the plaster (NS)
74.24
-
26.45
Providing & fixing Chiken mesh / Fabric Jali (app. 200 kg per 200 ft/ as per specification with nall and washer on wall, columns and beams etc. before applying plaster to avoid cracks at junction and intermediate of wall complete in all respect (NS)
628.97
-
42
Extra labour for plaster for any type of corbelling in RCC at top of parapet complete in all respect (NS)
71.93
-
183
Providing & Fixing SS 20mm dia hanging rod heavy quality including S.S wall clamps for cupboard and curtains fixed in position complete. (NS)
25.6
-
277
Providing and fixing 25 mm thick finished red sand stone both side slightly rounded for partition and shelves in Cupboard (NS)
8.36
-
754
Providing and fixing SS Curtain rod 25mm dia i/c cost of wall to wall bracket, clamps or side khobe as per requirement complete in all respect (NS)
30.48
-
272
P&F 3mm DND fibre glass sheet, UV stabilized material with sheet fitting and water proofing with silicon sealant, screws etc. without welding job work complete in all respect.
126.11
-
2524
TOTAL CIVIL (NS PART)
-
-
-
PH (NS PART)
-
-
-
Providing and fixing C.P. jali with frame complete in all respect (NS)
50
-
77
Providing and fixing CP Brass flange complete (NS)
50
-
35
Providing and fixing in position 5.0 mm thick bevelled edge mirror fixed in position with 6 nos chromium plated S.S spacers including holes in mirror complete in all respect (NS)
4.46
-
2863
Providing & fixing SWR PVC pipe classic type ‘B’ and specials ISI marked and rubber ring with solvent complete in all respect (NS) a)110mm dia pipe
50
-
431
b) 90mm dia pipe
35
-
340
Special for 110 mm dia pipe
i) Vent Cowel with Jali
10
-
68
ii) Pipe Clip/ Clamp
12
-
49
iii) Coupler/ Socket
30
-
116
vi) Single T with Door
50
-
230
iv) Bend with Door
20
-
187
Special for 90 mm dia pipe
i) Vent Cowel with Jali
15
-
60
ii) Pipe Clip/ Clamp
20
-
48
iii) Coupler/ Socket
30
-
96
iv) Bend with Door
20
-
164
vii) Multi floor Trap 4' (Ht.) with Jali with Endplug 110 x 75mm
15
-
195
P/F Geyser 25 litre capacity of Smith make or equivalent
4
-
9204
TOTAL PH (NS PART)
-
-
-
RECOVERY PART
-
-
-
Bricks
4564
-
2000
Brick bats
14.26
-
500
TOTAL (RECOVERY PART)
-
-
-
BOUNDARY WALL PART
-
-
-
Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6 + CP 425%)
40.71
-
1108.1
Cement concrete 1 : 8 : 16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28 + CP 450%)
4.83
-
318.65
Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects (HSR10.86+10.95) (CP450%)
5.57
-
1188.75
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 (HSR10.90+10.95)(CP450%)
5.58
-
774
First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4) (CP @ 650%)
5.73
-
424.6
Providing and Laying Autoclaved Aerated (cellular) concrete light weight blocks (As per IS :2185, Part 3) having density of 550 to 650 kg/m3 and comprehensive strength of 4.0 N/mm2 masonary in non load bearing walls using 100mm thick AAC block complete in all respects. (with polymer modified adhesive of reputed make as approved by Engineer-in-charge in super structure) (HSR 11.105 + CP @ 0%)
7.64
-
4129
12 mm thick cement plaster 1:4 as per HSR 15.5 + CP 600%)
146.32
-
12.7
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade.(HSR 16.3 + CP 230%)
2.62
-
9.4
Applying priming coat with metal primer on New steel or iron work including preparation of surface.(HSR 16.9 + CP 230%)
2.62
-
3.15
Pdg. Two coats of exterior acrylic emulsion paint (HSR 16.79(b) + CP Nill%)
146.32
-
48.75
Providing and applying two coats of white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete (HSR 16.81 + CP 230%)
146.32
-
11.35
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 + CP 500%)
0.79
-
1040.35
Steel reinforcement TMT bars FE-500 EQR/EE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/ depths/ storeys/ basements etc.
Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, 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 itesms shall be deemed to be included in the rates for reinforcement. (HSR 18.22)(CP 500%)
12.53
-
927.05
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with
G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) (DSR 16.53)
18.29
-
218.1
TOTAL (BOUNDARY WALL PART)
-
-
-
E.I. (HSR PART)
a) Miniature circuit breakers of 9KA breaking capacity HSR @ 31.17 CP@ 40%
ii) SP MCB 6 to 32 Amp
36
-
95
ii) SPN MCB 6 to 32 Amp
1
-
197
ii) TP MCB of 9 KA breaking capacity 6 amp. to 32 amp.
1
-
315
iii)TPN MCB of 9 KA breaking capacity 40 amp. to 63 amp.
1
-
499
Supply & Erection of fitting and accessories (HSR 31.18) (CP 200%)
xi)Bakelite angle / straight button holder large size.
12
-
6.2
xxvi ) S/E of hexagonal MS Box 1.6mm thick, 8cm, 7.5cm deep top covered with MS lid by means of screws i/c 10mm dia 30cm long MS rod into suitable suspension hook &bottom covered with 3mm thick bakelite sheet, erected in RCC Slab complete.
22
-
26.3
xxx)Supply and erection of PVC pipe of 6 kg. pressure laid 1 metre below ground level complete including digging refilling of the trench with jointing etc. (HSR 31.21) (CP 350%)
b) PVC pipe 80 mm dia.
160
-
42
Earthing(HSR 31.22) (CP 400%)
i) Earthing with GI earth pipe 4.5 m long and 40 mm dia with masonry enclosure on the top etc. as required .
1
-
378
ii) Extra for using salt and charcoal / coke for pipe earth electrode as required.
1
-
125
iii)Earthing with GI earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required.
2
-
453
v)Extra for charcoal or coke and salt for G.I. Plate or copper plate earth electrode.
2
-
186
xvi) Pdg. and fixing 4.00 mm dia G.I.wire on surface or in recess for loop earthing as required .
20
-
3.4
xi)Pdg. and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required .
10
-
65.1
xv)Pdg. and fixing 25 mm x 5 mm G.I. Strip on surface or in recess for connections etc. as required with all labour and material.
20
-
20.3
xvi) Pdg. and fixing 4.00 mm dia G.I.wire on surface or in recess for loop earthing as required .
20
-
3.4
Supply and erection of under ground cable ,loose in existing pipe or trenches complete with necessary connections. (HSR 31.26) (CP 200%) v) 16 Sq. mm 2 Core Cable . (Un-armoured)
100
-
26.3
xli)25 Sq. mm 4 Core Cable . (armoured)
100
-
56.3
Supply and erection of 32 mm dia meter 1.5 metre long bracket ( B-Class ) making an angle of 10 to 15 degree with horizontal plane for mounting street light fitting fixing of GI bracket on wall with 2 Nos. , 32 mm x 3 mm thick MS clamps including the cost of cutting , welding of GI pipe complete with cement sand mixture , bolts and nuts etc. including necessary connections .(HSR 31.30)(CP 300%)
8
-
102
S/E of PVC unsheathed copper conductor cable single core 1100 V grade in existing pipe of suitable size excluding cost of pipe.(HSR 31.40) (C.P 40%) (i) Size 1.50 Sqmm
800
-
10.2
(iii) Size 4.00 Sqmm
300
-
24.5
(v) Size 10 sqmm ( 7/1.35 )
20
-
50
S/E of double door sheet steel enclosure distribution suitable for MCBs and ELCBs etc. recessed in wall i/c board with all labour and material required to complete the job in all respect upto to the entire satisfaction of the EIC of the work (HSR 31.41)(CP 20%) v) 4-way , TP&N ( Horizontal) (8+12)\
1
-
1670
ii) 8-way , SP&N ( Horizontal)
1
-
870
x) 8-way , TP&N ( Verticle) (8+24)
1
-
4890
P/F Modular type accessories of approved make in existing box including fixing and making necessary connection, complete in all respect. (HSR 31.56) (C.P. 10%)
10 amp. 1 way switch
11
-
87
10 amp. Socket
11
-
106
fan regulator
22
-
397
Blanking plate.
50
-
25
P/F GI concealed sheet metal boxes with inner and outer face plate i/c concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required to complete the job in all respect.(H.S.R.-31.57) (C.P. 10%) ii) 3 Modules
5
-
128
TOTAL HSR (E.I.)
-
-
-
NS. (E.I. PART) Wiring in 1.5 sqmm PVC insulated copper conductor cable in 25 mm dia PVC conduit pipe, heavy gauge, ISI marked including cost of PVC pipe, modular metal boxes of suitable size, copper wire, switch & socket, C.I. junction boxes, making necessary connections & testing etc. complete in all respect. Provision for 1 No. socket & 1 No. Switch may be made in existing switch board and no extra payment will be made for the same. (i) Fan Point with 10 amp one way switch :-
b) Medium Point
11
-
500
(c) Long point
11
-
698
(ii) Light Point with 10 amp one way switch :-
(a) short point
9
-
305
(b) Medium point
12
-
473
(c) Long point
32
-
671
(iii) Twin Control Light Point with 2 way 10 amp switch:-
b) Medium Point
1
-
545
c) Long Point
1
-
782
(v) 5 Pin light plug point with 10 A switch & 10 A socket (wiring with 3 nos. copper wires of 1.50 Sqmm including earth wire for 3rd pin)
(a) short point
1
-
463
(b) Medium point
1
-
665
(c) Long point
5
-
902
(vi) 5 Pin power plug point with 20 A switch & 16 A socket (wiring with 3 nos. copper wires of 4.00 Sqmm including earth wire for 3rd pin)
(b) Medium point
1
-
1018
(c) Long point
10
-
1420
Supply & Erection of 20 watt 4000K LED indoor batten type tube light with alumunium extrusion ,4 feet long complete in all respect i/c making necessary connections.
16
-
373
Supply and erection of 33/34/36W surface/ recess mounting 2'x2' energy efficient LED 6000 K luminaire suitabele for single phase A.C. 230 V, 50 Hz supply, complete in all respect including making necessary connections etc.
10
-
2130
S/E of 15/18 watt recess/ surface mounting energy efficient LED 6000K luminaire suitabele for single phase A.C. 230 V, 50 Hz supply, complete in all respect including making necessary connections etc.
9
-
1240
S/E LED 48/45 watt, 6 K die cast aluminium street light luminaire complete with all job in respect and other material reqd. or equivlaent as per approved brand list.
8
-
2440
S/E PVC pipe heavy ISI Marked for wiring purpose i/c PVC bends, Hooks PVC, Junction boxes etc.with all other material required to complete the job in all respect upto the entire satisfaction of Engineer -in-charge of work. (Recessed type)
i) Size 25mm dia
400
-
45
ii) Size 32mm dia
30
-
62
iii) Size 40mm dia
40
-
82
S/E of water cooler of fully stainless steel body with 150 ltr storage & cooling capacity () & RO Water purifier 50 ltr. of suitable capacity. with all petty material Make as per brand list
1
-
91900
Supply & erection of 1200 mm sweep, A.C. Ceiling fan, capacitor type, copper wound, double ball bearing complete with 300 mm down rod, canopies, shackles, three nos. blades made of aluminium alloy suitable for single phase A.C. 230 Volts, 50 HZ supply but without regulator. Make as per brand list
2
-
1300
Supply & erection of 1400 mm sweep, A.C. Ceiling fan capacitor type, copper wound, double ball bearing complete with 300 mm down rod, canopies, shackles, three nos. blades made of aluminium alloy suitable for single phase A.C. 230 Volts, 50 HZ supply but without regulator.. Make as per brand list
20
-
1290
S/E of 1400 VA Invertor ( Luminious / Microtek / Sukem make ) suitable for operation on single phase 230 volts, 50 HZ, AC supply with 2 nos 150 AH Exide batteries having warranty of 2 years i/c cost of trolly for batteries complete with all labour and petty material required i/c making necessary connections upto entire staisfaction of Engineer-in-Charge of the work. Make as per brand list
1
-
30475
S/Eof fresh air fans (Exhaust fan) 250mm sweep PVC body with louver shutter, suitable for single phase A.C. 230 Volts, 50 HZ supply complete with all labour and petty material required to complete the job. ( Havell's - Make & Model - Ventlair DX or crompton Greaves model Brisk air)
2
-
1490
Supply and erection of metal exhaust fan, double ball bearing suitable for single phase A.C. 230 Volts, 50 HZ capacitor ,900 RPM (Heavy duty) complete with mounting ring, blade, fixing and making necessary connections etc. (Crompton greaves make equivalent to other approved brands) i) Size 300 mm sweep
2
-
1870
Supply and erection of aluminium anodized louver shutter for exhaust fan (Thickness of frame 1.00 mm & blade thickness 0.80 mm) including all labour and other petty material required to complete the job. (Canon, National make) i) Size 300 mm sweep
2
-
365
Total NS( Electrical)
-
-
-
Note: The construction site is located in congetion area, no heavy vehicle will be allowed for procurement of all construction materials. Only Tractor Trolly is allowed in day time for procurement of all construction materials in the campus
-
-
-
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