Shri Vishwakarma Skill University Tender
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Costs
EMD
₹ 2,42,000Document Cost
₹ 1,180Tender Fee
₹ 11,800
Summary
Construction Of Temple (khera Devat) At Svsu Campus At Dudhola Including Structurally Designing, Vetting From Repute Govt Agency, Construction, Finishing. Electrical, Sanitary, It Works And All Other Works
Description
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Contact
Tender Id
2022_HRY_246845_1Bid Award Id
ViewTender No
SVSU/IDC/2022-23/02Tender Authority
Shri Vishwakarma Skill University ViewPurchaser Address
-Website
http://etenders.hry.nic.in
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Documents
BOQ Items
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:. (HSR 6.1)
-
-
-
1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) (HSR 6.1.2)
27.8
-
3892
1:4:8 (1 cement : 4 coarse sand (zone-Ill): 8 cum graded stone aggregate 40 mm nominal size) (HRS 6.1.6)
42
-
2735
Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) (HRS 6.8)
-
-
-
50 mm thick (HRS 6.8.1)
37.2
-
199
Providing & applying a coat of residual petroleum bitumen of sqm grade of VG-1 O of approved quality using 1. 7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. (HRS 6.10)
37.2
-
101
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level: (HRS 6.14)
-
-
-
1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size) (HRS 6.14.1)
200
-
4898
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : (HRS 6.15)
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) (HRS 6.15.1)
55
-
6684
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HRS 6.16)
172.9
-
6845
Centering and shuttering including strutting, propping etc. and removal of form for (HRS 6.30)
-
-
-
Foundations, footings, bases of columns, etc. for sqm mass concrete (HRS 6.30.1)
192.8
-
175
Walls (any thickness) including attached pilasters, sqm buttresses, plinth and string courses etc. (HRS 6.30.2)
20
-
316
Suspended floors, roofs, landings, balconies and (HRS 6.30.3)
509.1
-
233
Shelves (Cast in situ) (HRS 6.30.4)
10
-
250
Lintels, beams, plinth beams, girders, bressumers sqm and cantilever (HRS 6.30.5)
609.8
-
332
Columns, Pillars, Piers, Abutments, Posts and Struts sqm (HRS 6.30.6)
346.5
-
293
Stairs, (excluding landings) except spiral-staircases (HRS 6.30.7)
50
-
325
Extra for shuttering in circular work (20% of respective centering and shuttering items) (HRS 6.30.14)
150
-
379
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HRS 6.33)
-
-
-
Thermo-Mechanically Treated bars of grade Fe- 500D kg or more. (HRS 6.33.6)
35000
-
68
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level.
Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcemen (HRS 6.34)
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500 D or more. (HRS 6.34.6 )
41000
-
68
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: HRS 7.21)
-
-
-
Cement mortar 1:4 (1 cement: 4 coarse sand) (HRS 7.21.1 )
90.9
-
4135
Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : (HRS 7.22)
-
-
-
Cement mortar 1:4 (1 cement: 4 coarse sand) (HRS 7.22.1)
75.6
-
4342
Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1 :3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1 :2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). (HRS 8.4)
-
-
-
Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble. (HRS 8.4.1)
-
-
-
Area of slab up to 0.50 sqm (HRS 8.4.1.1)
150
-
2878
Providing and fixing of marble stone flooring with 16 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with: (HRS 10.44)
-
-
-
Makrana white second quality (HRS 10.44.1)
650
-
2546
Extra for pre finished nosing to treads of steps of marble stone. (HRS 10.45)
300
-
281
Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4 (HRS10.7)
60
-
242
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1 :4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. (HRS 10.60)
75
-
767
Providing and fixing 1st 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@ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (HRS 10.62)
30
-
638
12 mm cement plaster of mix : (HRS 11.5)
-
-
-
1 :4 (1 cement: 4 fine sand) (HRS 11.5.3)
194.4
-
94
White washing with lime to give an even shade (HRS 11.61)
-
-
-
New work (three or more coats) (HRS 11.61.1)
388.7
-
15
15 mm cement plaster on the rough side of single or half brick wall of mix : (HRS 11.6)
-
-
-
1 :4 (1 cement: 4 fine sand) (HRS 11.6.1)
194.4
-
114
Applying priming coats with primer of approved brand and manufacture, having low VOC(Volatile (HRS 11.69)
-
-
-
With ready mixed pink or grey primer on wood work(hard and soft wood) having VOC content less(HRS11.69.1)
33.2
-
25
With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre (HRS 11.69.2)
375.4
-
25
Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and (HRS 11.71)
-
-
-
Two or more coats on new work (HRS 11.71.1)
388.8
-
61
Painting the wooden/ metal surface with synthetic enamel paint of approved brand and manufactured (HRS 11.82)
-
-
-
Two or more coats on new work (HRS 11.82.1)
100
-
55
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with (HRS 13.10)
-
-
-
4.0 mm thick glass panes (HRS 13.10.1)
5
-
604
Extra for providing and fixing steel beading of size 1 O x 1 O x 1.6 mm (box type), approved shape and section with screws instead of glazing clips and metal sash putty, in steel doors, windows, ventilators
and composite units (HRS 13.11)
121.6
-
38
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike- plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: (HRS 13.30)
-
-
-
Profile C (HRS 13.3.2)
-
-
-
Fixing with adjustable lugs with split end tail to metre each jamb (HRS 13.3.2.1)
51.5
-
408
Supply & fixing windows frames (chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanised sheet as per IS:277 ( Base steel as perIS 513)with zinc of 120 gm/sqm&power coated with pure Polyster powder up to 50 microns(as per approved colour)3 Nos 100mm butt- hinges 2mm thick , 6 Nos. 1.2mm thick CRCA electroplated stiffner , 6 Nos. M.S. hold fast with split and tail welded to stiffner plate 200mm long , receiver for aldrop, weld less corner assembly with brackets & screws, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating .6mm of approved shade , fixed in possition includingthe cost of cement concrete for 1:2:4for fixing lungs complete in all respects as per drawings , design, specification & entire satisfaction of Engineer-in-charge.(HRS 13.21 )
-
-
-
Door Frame of size 80mmx50mm with 37mm wide single rebate for 35mm door shutter (HRS 13.21.1)
70.2
-
1061
Door Frame of size 125mmx60mm with 37mm wide double rebate for 35mm door shutter (HRS 13.21.2)
70.2
-
1389
Supply & fixing windows frames(chokhats) including mullions consisting frame fabricated from sheet roll formed out of .58mm thick galvanized sheet (base steel as per IS 513)with zinc of 120 gm/sqm steel sheet pre coated (as per approved colour ) with polyster paint of 12-16 microns thickness under coat of EPOXY primer & back coat with ALKYD backer of 5-7 microns, total sheet thickness with coating .58mm of approved shade, weld less corner assembly with brackets & screws , fixed in position by means of PVC & metal hold fastener with PVC cap complete in all respects as per drawing , design, specification & entire satisfaction of Engineer-in- charge. (HRS 13.23)
-
-
-
Glazed windows shutter section 47mmx20mmx (with out glass) (HRS 13.23.1)
26.2
-
4992
Wire Mesh windows shutter section 40mmx 20mm with S.S. sqm wire mesh 32 gauge fly mesh with 144 holes per square inch (HRS 13.23.2)
26.2
-
5127
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 : (HRS 12.98)
-
-
-
250x16 mm (HRS 12.98.2)
8
-
200
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 (HRS 12.99)
-
-
-
200x10 mm (HRS 12.99.3)
40
-
81
Providing and laying integral cement based water proofing treatment including with preparation of surface as required for the 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 up to 300 mm height including cleaning the surface before treatment.
b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 ( 1cement:5 coarse sand) admixed with water proofing compound to IS:2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5(1cement:5 coarse sand)admixed with water proofing compound conforming to IS:2645 and approved by Engneer-in -charge to required slope and treating. c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS:2645 and approved by Engneer-in-charge. d)Finishing the surface with 20mm thick joint less 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 clothof approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm square 3mm 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 Engineer- in-charge:(HRS 28.17)
-
-
-
With average thickness of 120mm and minimum thickness at khurra as 65mm (HRS 28.17.1)
12.2
-
744
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. (HRS 12.36)
-
-
-
35 mm thick including ISi marked Stainless Steel butt hinges with necessary screws (HRS 12.36.1)
70.2
-
2493
PLUMBING WORKS
-
-
-
SANITARY INSTALLATIONS
-
-
-
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever)conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: (HRS 22.22)
-
-
-
White vitreous chinaware Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (HRS22.22.1)
1
-
3911
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting ofmfittings and brackets, cutting and making good the walls wherever require: (HRS 22.1)
-
-
-
White vitreous chinaware Wash basin size 630x450 mm with pair of 15 mm C. P. brass pillar taps (HRS 22.1.1)
1
-
2270
Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required. (HRS 22.1)
-
-
-
Kitchen sink with drain board (HRS 22.10.1)
-
-
-
510x1040 mm bowl depth 250 mm (HRS 22.10.1.1)
1
-
4165
Providing and fixing 600x450 mm bevelled 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. (HRS 22.209)
1
-
910
Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. (HRS 22.211)
1
-
586
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. (HRS 22.119)
-
-
-
600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. (HRS 22.119.2)
1
-
403
Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread and shapes, weighing not less than 60 gms. (HRS 22.121)
1
-
105
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (HRS 22.14)
-
-
-
Semi rigid pipe (HRS 22.14.1)
-
-
-
a) 40 mm dia (HRS 22.14.2)
1
-
61
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 (HRS 22.104)
-
-
-
15 mm nominal bore. (HRS 22.104.1)
4
-
387
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (HRS 22.106)
-
-
-
15 mm nominal bore. (HRS 22.106.1)
1
-
512
Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. (HRS 22.109)
6
-
55
Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (HRS 22.15)
1
-
823
Providing and fixing white vitreous chinaware flat back or wall comer type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever (HRS 22.25)
-
-
-
One urinal basin with 5 litre white P.V.C. automatic flushing cistern (HRS 22.25.1)
1
-
3185
Providing and fixing soil, waste and vent pipes : (HRS 22.51)
-
-
-
100mm dia (HRS 22.51.1)
-
-
-
Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 (HRS 22.51.1.2)
20
-
1008
75mm diameter: (HRS 22.51.2)
-
-
-
Centrifugally cast (spun) iron socketed pipe as per IS:3989 (HRS 22.51.2.2)
4
-
918
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1 :2 ( 1 cement: 2 fine sand) in S.C.1./ C.I. Pipes: (HRS 22.52)
-
-
-
75mm dia pipe (HRS 22.52.1)
20
-
52
100mm dia pipe (HRS 22.52.2)
4
-
61
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. : (HRS 22.53)
-
-
-
For 100mm dia pipe (HRS 22.53.1)
2
-
162
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. (HRS 22.55)
-
-
-
100 mm dia (HRS 22.55.1)
-
-
-
Sand cast iron S&S as per IS-3989 (HRS 22.55.1.2)
2
-
425
75 mm dia (HRS 22.55.2)
-
-
-
Sand cast iron S&S as per IS-3989 (HRS 22.55.2.2)
2
-
354
Providing and fixing plain bend of required degree (HRS 22.56)
-
-
-
100 mm dia (HRS 22.56.1)
-
-
-
Sand cast iron S&S as per IS-3989 (HRS 22.56.1.2)
2
-
356
75 mm dia (HRS 22.56.2)
-
-
-
Sand cast iron S&S as per IS-3989 (HRS 22.56.2.2)
2
-
262
Providing and fixing single equal plain junction of required degree (HRS 22.6)
-
-
-
100x100x100mm (HRS 22.60.1)
-
-
-
Sand cast iron S&S as per IS-3989 (HRS 22.60.1.2)
1
-
678
75x75x75mm (HRS 22.60.2)
-
-
-
Sand cast iron S&S as per IS-3989 (HRS 22.60.2.2)
1
-
514
Providing and fixing terminal guard: (HRS 22.75)
-
-
-
100mm (HRS 22.75.1)
-
-
-
Sand cast iron S&S as per IS-3989 (HRS 22.75.1.2)
1
-
354
Providing and fixing collar: (HRS 22.76)
-
-
-
100mm (HRS 22.76.1)
-
-
-
Sand cast iron S&S as per IS-3989 (HRS 22.76.1.2)
2
-
374
75 mm (HRS 22.76.2)
-
-
-
Sand cast iron S&S as per IS-3989 (HRS 22.76.2.2)
2
-
230
Providing lead caulked joints to sand cast iron/centrifugally cast(spun) iron pipes and fitting of diameter: (HRS 22.78)
-
-
-
100 mm (HRS 22.78.1)
20
-
272
75 mm (HRS 22.78.2)
3
-
234
50 mm (HRS 22.78.3)
2
-
195
Providing nad fixing M.S stays nad clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter: (HRS 22.79)
-
-
-
100 mm (HRS 22.79.1)
1
-
99
Providing nad 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: (HRS 22.80)
-
-
-
100 mm inlet and 100 mm outlet (HRS 22.80.1)
-
-
-
Sand cast iron S&S as per IS-3989 (HRS 22.80.1.1)
4
-
1014
Cutting chases in brick mansonry walls for following diameter sand cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 12.5mm nominal size), incliding necessary plaster and pointing in cement mortal 1:4 (1 cement :4 coarse sand): (HRS 22.81)
-
-
-
100 mm dia (HRS 22.81.1)
1
-
232
75 mm dia (HRS 22.81.2)
1
-
165
50 mm dia (HRS 22.81.3)
1
-
109
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: (HRS 11.105)
-
-
-
100 mm diameter pipe (HRS 11.105.1)
5
-
22
75 mm diameter pipe (HRS 11.105.2)
1
-
17
Providing and fixing in position best Indian make (to the approval of the engineer-in-charge) storage type automatic electric water heater, pressure/non pressure type thermostatically controlled, suitable for operation on 230 volts, 50 cycles single phase vertical wall mounting fitted with-draw able and adjustable type AC, thermostat. Thermostat knob to be readily accessible through the opening of suitable cover for and adjustment of temperature in the installed position of heater and the thermostat should be withdrawn without having to drain the water, electric heating element made out of copper tube (heating element should be easily removed and replaced in the installed position of heater) A neon indicator 1 AMP, inner container made out of copper tinned both from inside and outside, outer container made out of mild steel sheet finished in gleaming white stove enamel paint, insulated between the inner and outer with fibre glass wool with 1 metre length of suitable capacity 3 core flexible cord with plug and non return valve plastic/lead connections or pressure release valve (where required). Complete including fixing and testing for a week (as required by Engineer-incharge.(HRS 22.116)
-
-
-
25 litres capacity. (HRS 22.116.1)
1
-
9055
WATER SUPPLY
-
-
-
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. (HRS 22.85)
-
-
-
Internal Work - Exposed on Wall
-
-
-
20 mm nominal outer dia pipes. (HRS 22.85.2)
15
-
203
25 mm nominal outer dia pipes. (HRS 22.85.3)
15
-
261
Providing and fixing Chlorinate 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 including jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the the same including testing of joints complete as per direction of engineer in charge. (HRS 22.86)
-
-
-
Concealed work including cutting chases and making good the walls etc.
-
-
-
20 mm nominal outer dia pipes. (HRS 22.86.2)
30
-
296
25 mm nominal outer dia pipes. (HRS 22.86.3)
3
-
373
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 and testing of joints complete as per direction of engineer in charge. (HRS 22.87)
-
-
-
External Work
-
-
-
20 mm nominal outer dia pipes. (HRS 22.87.2)
10
-
164
25 mm nominal outer dia pipes. (HRS 22.87.3)
20
-
225
Making connection of GI distribution branch with GI main of following sizes by providing and fixing tee,including cutting and threading the pipes etc, complete. (HRS 22.92)
-
-
-
25 to 40mm nominal bore (HRS 22.92.1)
1
-
328
Fixing water meter and stop cock in GI pipe line including cutting and threading the pipe and making long screws etc. Complete (cost of water meter and stop cock to be paid separately). (HRS 22.95)
1
-
263
Providing and fixing gunmetal gate valve with CI wheel of approved quality(screwed end). (HRS 22.98)
-
-
-
25 mm dia nominal bore (HRS 22.98.1)
2
-
464
20 mm dia nominal bore (HRS 22.98.2)
2
-
430
Providing and fixing brass stop cock of approvedquality. (HRS 22.97)
-
-
-
15 mm nominal bore (HRS 22.97.1)
2
-
279
20 mm nominal bore (HRS 22.97.2)
2
-
300
Providing and fixing Unplasticised PVC connection pipe with brass unions: (HRS 22.101)
-
-
-
15mm nominal bore (HRS 22.101.2.1)
5
-
57
Providing and fixing CP brass shower rose with 15mm or 20mm dia inlet. (HRS 22.102)
-
-
-
150 mm dia (HRS 22.102.2)
1
-
169
Providing and fixing C.P. bass angle valve for basin mixer and geyser points of approved quality conforming to I.S:8931. (HRS 22.108)
-
-
-
15 mm nominal bore (HRS 22.108.1)
5
-
497
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 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. (HRS 22.181)
1000
-
8
DRAINAGE
-
-
-
Providing & fixing on wall face unplasticised - Ragid PVC rain water pipes conforming to IS ; 13592 Tyape A included jointing with seal ring conforning to IS ; 5382 leaving 10 mm gap for thermal expansion. (HRS 9.57)
-
-
-
a)110 mm diameter (HRS 9.57.2)
85
-
224
Providing, fixing on wall face unplasticised - PVC moulded fittings /accessories for unplasticised - 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. (HRS 9.58)
-
-
-
Coupler-110mm diameter (HRS 9.58.1.2)
35
-
92
Bend-87.5deg-110mm diameter (HRS 9.58.5.2)
10
-
104
Shoe-110mm shoe (HRS 9.58.6.2)
10
-
88
Providing & fixing unplasticised - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with .M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4(1cement : 4 coarse sand) and making good the wall etc. complete. (HRS 9.59)
-
-
-
110mm dia (HRS 9.59.2)
45
-
165
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm diameter and weighting not less than 440 grams. (HRS 9.60)
10
-
39
Providing and fixing G.I. pipes complete with G.I. fittings including trenching up to 0.30m to 1.00m depth and refilling etc. (HRS 22.91)
-
-
-
32mm nominal bore (HRS 22.91.4)
5
-
331
40mm nominal bore (HRS 22.91.5)
5
-
379
50mm nominal bore (HRS 22.91.6)
5
-
455
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (HRS 11.107)
-
-
-
32mm diameter pipe (HRS 11.107.4)
5
-
9
40mm diameter pipe (HRS 11.107.5)
5
-
10
50mm diameter pipe (HRS 11.107.6)
5
-
12
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : (HRS 22.164)
-
-
-
100mm diameter pipe (HRS 22.164.1)
15
-
363
150 mm diameter pipe (HRS 22.164.2)
20
-
8880
250 mm diameter pipe (HRS 22.1164.4)
20
-
11980
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting outand disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in- charge. (HRS 4.12)
-
-
-
All kinds of soil (HRS 4.12.1)
6
-
87
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: (HRS 4.16)
-
-
-
Pipes. cables exceeding 80mm dia but not exceeding 300mm dia. (HRS 4.16.1.2)
55
-
69
Filling available excavated earth (excluding rock) in trenches, cum plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (HRS 4.32)
3
-
52
Providing and laying light duty non-pressure NP2 class 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: (HRS 22.168)
-
-
-
150 mm dia. R.C.C. pipe (HRS 22.168.2)
20
-
318
250 mm dia. R.C.C. pipe (HRS 22.168.3)
20
-
518
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 300 x300 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: than 2.70 kg. as per standard design. (HRS 22.166)
-
-
-
150x100mm size P type (HRS 22.166.2)
-
-
-
with common burnt clay F.P.S. (non modular) bricks of class designation 7.5. (HRS 22.166.2.1)
2
-
1667
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregrate 40mm nominal size ) inside plastering 12 mm thick with cement mortar 1:3 (1 Cement : 3 coarse sand) finished with floating coat of neat cement & making channels in cement concrete 1:2:4 mix (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design: (HRS 22.19)
-
-
-
Inside size 90x80cm and 45cm deep including C.I. cover with frame (light duty) 455x610mm internal dimensions total weight of cover and frame to be not less than 38kg (weight of cover 23kg and weight of frame 15 kg) (HRS 22.190.1)
-
-
-
Withcommon burnt clay FPS (non modular)bricks of class designation 7.5 (HRS 22.190.1.1)
3
-
7368
Providing and fixing in position pre-cast RCC manhole cover and frame of required shape & approved quality (HRS 22.201)
-
-
-
Circular shape 560 mm internal diameter-EHD-35 (HRS 22.201.4.1)
2
-
1557
Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 ( 1 cement :4 coarse sand) including 500x450mm precast R.C.C. horizontal grating with frame complete as per standard design: (HRS 22.205)
-
-
-
With common burnt clay F.P.S. Bricks (non modular) of class designation 7.5 (HRS 22.205.1)
10
-
3158
Making soak pit 2.5m diameter 3.0m deep with 45x45 cm dry brick honey comb shaft with bricks and SW drain pipe 100mm diameter,1.8m long complete as per standard design. (HRS 22.171)
-
-
-
With common burnt clay F.P.S. Bricks (non modular) of class designation 7.5 (HRS 22.171.1)
1
-
12791
ELECTRICAL WORK
-
-
-
Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. (HRS 23.4.1)
-
-
-
Group C (HRS 23.4.1.3)
107
-
795
Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required (HRS 23.4.4)
-
-
-
Group C (HRS 23.4.4.3)
13
-
1047
Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no15/16 Amp Modular switch required GI Box , modular face plate etc complete as required (HRS 23.4.5)
-
-
-
Group C
6
-
1447
Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in existing MS/PVC Conduit etc as required. (HRS 23.5.6)
-
-
-
3 run of Size 2.50 Sqmm(1.1.80mm) (HRS 23.5.6.10)
321
-
276
1 run of Size 6 Sqmm(1/2.80mm) (HRS 23.5.6.4)
50
-
155
1 run of Size 10 Sqmm(1/3.50 mm) (HRS 23.5.6.5)
300
-
347
Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in- Charge of work. (HRS 23.7.6)
-
-
-
PVC pipe of 25 mm dia. (HRS 23.7.6.2)
550
-
36
PVC pipe of 40 mm dia. (HRS 23.7.6.4)
380
-
64
Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm long M.S. Road made into suitable suspension hook and erected in R.C.C. slab for the erection of fan complete with all labour and material required to complete the job. (HRS 23.8.4)
17
-
106
Providing and fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respects. (HRS 23.8.10)
-
-
-
1 & 2 Modules including combined plate for Telephone and data (HRS 23.8.10.1)
2
-
104
Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. (HRS 23.8.11)
-
-
-
step type Fan Regulator 2 modules 300 watt (HRS 23.8.11.7)
17
-
288
Telephone Socket outlet modular type (HRS 23.8.11.8)
1
-
84
T.V. Socket outlet modular type (HRS 23.8.11.9)
1
-
84
Erection of exhaust fan in existing opening, complete with necessary earthling of fan including carriage from PWD store to the site of work. (HRS 23.9)
1
-
122
Erection of cabin fan complete with necessary earthling including carriage from PWD store to
the site of work. (HRS 23.10)
5
-
62
Making suitable hole in the wall suitable for exhaust fan up to 450 mm sweep including finishing the same and fixing of Stainless stell wire mesh 2 mm thick having about 50 meshes per inch at exhaust side complete as required (HRS 23.11)
1
-
427
Fixing of LED Tube light/ 2*2 ft square panel fitting directly on wall /ceiling or false ceiling
including making connections etc as required (HRS 23.20)
72
-
75
Fixing of LED Down lighter 7 to 28 Watt on ceiling or in false ceiling, including cutting/making hole in ceiling including making connections etc as required (HRS 23.21)
12
-
54
Supply and Erection of Double Door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to to the entire satisfaction of the Engineer-in-Charge of the work. (HRS 23.22.4)
-
-
-
TPN DB Horizontal type Double Door 8 way ( 8 incoming 3 Phase*8 outgoing) (HRS 23.22.4.7)
2
-
4432
Vertical TPN DB Double Door 4 way ( 8 incoming 3 Phase*4 outgoing) (HRS 23.22.4.9)
1
-
6817
Supply and erection of miniature circuit Breaker/isolator 240/415 V in the existing distribution board including making necessary connections:- (HRS 23.22.5)
-
-
-
6 amp. to 32 amp Single Pole (HRS 23.22.5.1)
48
-
162
40 amp to 63 amp. MCB's FOUR POLE (HRS 23.22.5.8)
6
-
1446
Supply and erection double pole/Four pole Residual (RCCB/ELCB) on 240/415V, 5Hz. AC supply installed in existing sheet steel enclosures including making necessary connections and bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of
the work.
-
-
-
DP RCCB 30ma sensitivity , 40 A (HRS 23.22.6.2)
6
-
1870
Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. (HRS 23.22.1)
-
-
-
4 pole MCCB 6 amp to 100 amp,25 KA (HRS 23.22.1.9)
1
-
6865
Wiring main ,sub mains and Circuit wiring in two single core for phase andneutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in MS Conduit etc as required. (HRS 23.1.6)
-
-
-
3 run of Size 2.50 Sqmm(1.1.80mm) (HRS 23.1.6.10)
50
-
371
Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. (HRS 23.22.4)
-
-
-
SPN DB Double Door 16 way ( 2 incoming and 14 outgoing) (HRS 23.22.4.4)
1
-
2329
Supply and laying of multicore telephone cable conductor size 0.51 mm bright annealed copper conductor PVC insulated and sealed in existing pipe/channel and making necessary connection complete in all respect up to the entire satisfaction of the Engineer-in charge of the work. (HRS 23.23.8)
-
-
-
2 pair telephone wire (HRS 23.23.8.1)
200
-
8
Laying of underground cable 0. 75 metre below ground level covered with sand and bricks including excavation and refilling of trenches (HRS 24.2.2)
-
-
-
50 Sq mm to 150 sqmm 2 to 4 Core (HRS 23.2.2.3)
500
-
192
3 metres long 50 mm dia pole duly embedded 0.6 m below ground level. (HRS 24.4.1)
-
-
-
6 metres long 65 mm dia pole duly embedded 1 m below (HRS 24.4.1.3)
20
-
4212
Supply and erection of GI bracket made of 32 mm dia medium class GI pipe, having 15 deg angle from horizontal, suitable for fixing on top of Street Light pole (HRS 24.4.2)
-
-
-
150 cm long, with 30 cm high suitable size pole cap (HRS 24.4.2.4)
20
-
767
Erection of street light fitting on the pole including the cost of petty material required (irrespective of height/length of bracket) (HRS 24.4.4)
-
-
-
At Pole above 9 metres (HRS 24.4.4.4)
20
-
159
Providing and fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate and face plate with all labour and material required for the job complete in all respects. (HRS 23.8.10)
-
-
-
4 Modules (HRS 23.8.10.3)
25
-
157
6 Modules (HRS 23.8.10.4)
22
-
208
12 Modules (HRS 23.8.10.6)
30
-
316
Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. (HRS 23.8.11)
-
-
-
5 amp 1 way switch (HRS 23.8.11.1)
35
-
49
15 amp 1 way switch (HRS 23.8.11.3)
35
-
92
5 amp Socket (HRS 23.8.11.4)
35
-
92
15 amp 6 pin Socket (HRS 23.8.11.5)
35
-
139
Blanking plate (HRS 23.8.11.10)
35
-
20
32A D.P. Main Switch With Key Ring Tag 2 Module ( For Guest room or similar use only ) (HRS 23.8.11.13)
10
-
367
Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. (HRS 23.22.1)
-
-
-
Double pole MCCB 16 to 63 Amp, 25 Ka (HRS 23.22.1.1)
6
-
1626
Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in existing MS/PVC Conduit etc as required. (HRS 23.5.6)
-
-
-
2 run of Size 1.50 Sqmm(1/1.40mm) (HRS 23.5.6.6)
150
-
129
Straight Through Cable Joint Kit, For 25 Sqmm to 50 Sqmm Cable 3 to 4 Core (HRS EL179)
2
-
2000
Supply, installation, testing and commissioning of load bank with digital meter module cost of digital Amp. I volt meter with selector switch wiring (but EXLUDING COST of incoming and outgoing MCCB's) etc. suitable for operation of 240/415 volts AC. Supply with both side cable allay, interconnection and fixing the same in existing MS pedestal/wall complete with all labour and material required for the same up to the entire satisfaction of Engineer-in-Charge of work (HRS23.24.4 )
-
-
-
Load Bank 4 way 250 amp. (HRS 23.24.4.1)
1
-
48341
Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. (HRS 23.22.1)
-
-
-
4 pole MCCB 200 to 250 amp, 25 KA (HRS 23.22.1.11)
2
-
12104
MCCB Enclosure made of Sheet Steel suitable for mounting MCCB of following ratings (HRS 23.22.2)
-
-
-
MCCB up to 250 A FP (HRS 23.22.2.2)
1
-
4515
Supply and erection of sheet steel enclosures 1pole/2 pole/4 pole on wall/on existing pedestal complete as required. (HRS 23.22.3)
-
-
-
SP enclosure suitable for single pole MCB (HRS 23.22.3.1)
1
-
399
S.P.N. or DP enclosure suitable for DP MCB (HRS 23.22.3.2)
1
-
399
Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. (HRS 24.1.1)
1
-
3047
Extra for using salt and char coal/coke for pipe earth electrode as required. (HRS 24.1.2)
1
-
730
Supplying and laying 25mm x 3mm G.I. strip at 0.5 metre below ground as strip earth electrode including soldering etc. as required. (HRS 24.1.6)
20
-
1060
Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe, Blades etc. complete in all respects complete as per directions of Engineer-in-charge (HRS 20.71)
-
-
-
48" (1200mm) (HRS 20.71.1)
17
-
2300
Supplying, errection, testing of Exhaust fan (as per IS code 374) having a capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structure confirming to latest IS specifications complete in all respect to satisfaction of Engineer-in-charge. (HRS 20.72)
1
-
1499
Providing and fixing outdoor duty Ply of 12 mm thick frame suitable for exhaust fan up to 450 mm sweep etc complete as required (HRS 23.12)
1
-
287
Providing and Fixing of 120w Flood Light, Energy saving, environmental friendly, long life, exclusive innovative die-cast aluminium IP65 flood light, suitable for highlighting architectural facade and general purpose lighting with all required material and necessary connections. (HRS NS)
6
-
17671
Providing and Fixing of Surface Mounted Energy Efficient, LED Luminaires 10W LED DOWN LIGHT (Round) Suitable for 220v Single Phase Supply complete with driver circuit including making connections etc.as required. (Technical Data - System power 12W, CRI ≥80, Power Factor ≥0.95, System Luminous Efficacy ≥94) with all required material and necessary connections. (HRS NS)
7
-
1981
Providing and fixing of LED Luminaires BATTEN 20W LED Tube Light of Box Type Prewired Indoor Luminaire with Energy Efficient Electronic Ballast, with End Caps Complete as Required.(Technical Data - System power 20W, CRI ≥80, Power Factor ≥0.95, System Luminous Efficacy ≥100) with all required material and necessary connections. (HRS NS)
10
-
809
Providing and fixing of LED Luminaires BATTEN 40W LED Tube Light of Box Type Prewired Indoor Luminaire with Energy Efficient Electronic Ballast, with End Caps Complete as Required.(Technical Data - System power 40W, CRI ≥80, Power Factor ≥0.95, System Luminous Efficacy ≥100) with all required material and necessary connections. (HRS NS)
50
-
2285
Supply & Installation of AC 230/250 volts, 50 HZ Wall Fan Including Providing Nuts, Bolts, & Other Accessories as Required with all respect satisfaction of Engineer-in-charge. (HRS NS)
-
-
-
450 mm Dia
5
-
6485
Providing and Fixing of 20W LED Bracket Light fitting suitable for 20 Watt LED Light with all accessories as required with necessary connections. (HRS NS)
10
-
1261
SUPPLY OF L.T. CABLE:
-
-
-
Supplying of Following Sizes of 1.1 KV Grade Multicore Aluminium Conductor XLPE Insulated armoured cable conforming to IS:7098 (Part - I) complete with all Amendments etc. as Required (Polycab/Havells/Finolx)
-
-
-
3.5 C X 95 Sq.mm Al. XLPE armoured Cable. (HRS A)
520
-
1005
Providing architectural design, Structural design and services design including MEP along with Good for Construction drawings required for the construction of the Temple at SVSU Dudhola including vetting of structural drawings from the reputed Govt agency. (HRS NS)
1
-
500000
Spreader Link (Copper) suitable for 200 Amp to 250 Amp MCCB (HRS NS)
16
-
254
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