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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date7 Jan 2025
Closing Soon15 Jan 2025
Tender Amount₹ 5,81,23,408
Costs
EMD
₹ 11,62,500Document Cost
₹ 2,354Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMRZ_990664_1Tender No
6146/53M/Mzp Circle/24 Date 24-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
Construction work of Divisional level office building of State Tax Department in Distt Sonbhadra
BOQ Items
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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. DSR 2.27
135.25
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Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete.
(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) DSR 2.35.3.1
1030.12
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Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Upto plinth level
(i) R.C.C. work in Footing as DSR 5.1.2
78.86
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(ii) R.C.C. work in Columns as DSR 5.1.2
23.71
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(iii) R.C.C. work in Beam as DSR 5.1.2
65.78
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Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Above plinth to floor-V lvl
(iii) R.C.C. work in Columns DSR 5.2.2
57.07
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(i) R.C.C. work in Lintel as DSR 5.2.2
10.06
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(ii) R.C.C. work in Beam as DSR 5.2.2
115.53
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(iv) R.C.C. work in Slab as DSR 5.2.2
253.03
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete. DSR 5.9.1
347.52
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Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick DSR 5.9.21
1650.77
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Columns,Pillars, Piers, Abutments, Posts and Struts. DSR 5.9.6
884.03
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Edges of slabs and breaks in floors and walls Under 20 cm wide. DSR 5.9.16.1
1969.76
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M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. DSR 6.1.2
133.87
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Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). DSR 4.10
94.43
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Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. DSR 4.13
94.43
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M-150 brick work in 1:6 in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand)
Ground Floor DSR 6.4.2
504.55
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M-150 brick work in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.
Ground Floor DSR 6.4.1
27.24
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P/F Fe-500 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. DSR 5.22.6
1001.06
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15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. in plinth. DSR 13.5.1
170.24
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12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand Ground Floor DSR 13.4.2
4625.8
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15mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand.
Ground Floor DSR 13.5.2
1026.6
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6mm thick plaster in 1:3 on ceiling and soffits of stairs upto floor two level. Ground Floor DSR 13.16.1
973.17
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Making grooves 10 to 12 X 12mm and upto 25 X 15 mm deep in plaster of the walls or in ceiling vertically or horizontally as required. DSR 5.30
181.7
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Providing and laying 8 to 10 mm thick ivory or light shade vitrified tiles of 600 x 600 mm size with all colours and shades, laid on 20mm thick cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. DSR 11.41.2
953.25
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Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. DSR 11.56.1
784.17
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Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
Granite work DSR 8.3.2
242.1
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Supply and fixing 6 to 8 mm China white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. (Size of tiles upto 300x300mm). DSR 11.37
454.78
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Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). DSR 11.3.1
75.09
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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters :
35 mm thick Single leaf DSR 9.20.1
144.9
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35 mm thick Double leaf DSR 9.20.1+9.26
44.52
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Providing & Fixing decorative high pressure laminated sheet of plain /wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick DSR 9.127.2
378.84
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Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. (a) Fabrication of hold fast for door, chaukhats and windows. DSR 10.1
624
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(b) Providing & fixing of door / windows grill. DSR 9.48.1
7831.74
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(c) Z-Section steel windows with Openable panels, excluding Glass panes.DSR 10.11.1
6987.84
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(d) Angle iron chaukhat (40x40x5) DSR 10.13.1
1687.8
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Fixing of Door, windows / ventilators chaukhats in position.
(a) Door chaukhats
91
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(b) Window chaukhats
75
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(c) Ventilator chaukhats
22
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Steel Painting:Applying priming coat:(a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.(b) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. DSR 13.62.1
904.14
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Wood Painting:Applying priming coat:(a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.(b) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. (flush door) DSR 13.62.1
473.55
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Finishing walls with Acrylic smooth exterior paint of required shade: - New work (Two or more coat applied @ 1.67 Ltr./10 Sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. DSR 13.47.1
1026.6
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Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade . Two or more coats on new work (For Internal ceiling surface) DSR 13.51.2
5598.97
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 13.80
6625.57
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick
bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5
(1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height
including rounding of junctions of walls and slabs c) After two days of
proper curing applying a second coat of cement slurry using 2.75 kg/ sqm
of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse
sand) admixed with water proofing compound conforming to IS : 2645
and approved by Engineer-in-charge including laying glass fibre cloth of
approved quality in top layer of plaster and finally finishing the surface with
trowel with neat cement slurry and making pattern of 300x300 mm square
3 mm deep. e) The whole terrace so finished shall be flooded with water for
a minimum period of two weeks for curing and for final test. All above DSR 22.7.1
1030.12
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Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg /sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/ sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. DSR 22.5
83.48
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Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes DSR 10.30.1
210.54
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Providing and fixing Stainless steelsliding 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. (a) 250mm x 16mm.
91
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Providing and fixing Stainless steel 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
300 x 10mm
91
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200 x 10mm
75
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Providing and fixing Stainless steelhandles, 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 (a) 125 mm.
166
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Providing and fixing 150 mm bright finished floor stainless steel door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. DSR 14.34
82
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Providing and fixing fly proof galvanised M.S. wire gauge, to windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm all complete. With second class teak wood beading 62 X 19mm. DSR 9.51.1
210.54
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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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). DSR 10.28
836.64
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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Ordinary cement without any pigment DSR 11.20.4
22.17
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Excavation in foundation in ordinary soil including lift upto 1.5 m & lead upto 30m and including filling watering and ramming of excavated earth in to the trenches. DSR 2.8.1
12.51
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Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. DSR 4.1.8
4.17
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M-150 brick work in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. DSR 6.1.1
4.17
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15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. DSR 13.5.1
54.23
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Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). DSR 11.3.1
12.51
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PLUMBING :
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 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
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests DSR 17.1.1
2
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Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat lid, 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
W.C. pan with ISI marked white plastic seat and lid DSR 17.2.1
14
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Providing and fixing white vitreous china extended wall mounted water closet , of size 780x370x690 mm of approve shape i ncluding providing & fixing white vitreous china cistern with dual flush fitting of flushing capacity 3/6 litre(adjustable to 4/8 liters) including seat cover, and cistern fitting, nuts, bolts and gasket etc. complete. DSR 17.78
3
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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 of fittings and brackets, cutting and making good the walls wherever require:
White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. DSR 17.7.4
21
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Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.
Semi rigid pipe a) 32mm dia DSR 17.28.1.1
b) 40mm dia DSR 17.28.1.2
1
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Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. DSR 17.31
21
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Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and brackets, cutting and making good the walls and floors wherever required DSR 17.5.2
a) Single half stall urinal with 5 litre P.V.C. automatic flushing cistern b) Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern
c) Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern
3
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Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth.
Granite Stone of approved shade DSR 8.10.2
5
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Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge.
15mm nominal bore DSR 17.16A
17
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Providing and fixing CP Brass 32 mm size Bottal Trap of approved quality & make and as per thedirection of Enginer-in-charge. DSR 17.22A
24
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Providing and fixing Toilet paper holder
a) C.P. brass DSR 17.34.1
17
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Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. DSR 17.71
21
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Providing & fixing 600x120x5 mm glass self with edges round off, supported on anodiesd aluminium angle framewith C.P. brass bracket and guard rail complete fixed with 40 mmlong screws, rawl plugs etc, complete. DSR 17.33
10
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Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) around P.V.C /C.I. Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground)
110/75 mm diameter DSR 19.2.1
125
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Providing and fixing on wall face 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 . (i) Single socketed pipes.
110mm diameter DSR 12.41.2
395
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Providing and 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 10mm gap for thermal expansion. Coupler
110 mm DSR 12.42.1.2
22
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Single Tee with Door
Bend 87.5 degree
110 mm Bend DSR 12.42.5.2
22
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Shoe (Plain)
110 mm Shoe DSR 12.42.6.2
22
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. DSR 12.22
22
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Providing and 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 (1 cement : 4 coarse sand) and making good the wall etc. complete.
110mm DSR 12.43.2
74
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Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.DSR 12.44
22
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Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.
(internal work)
Exposed on wall
50mm dia nominal bore DSR 18.10.6
25
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Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality.
50mm dia nominal bore. DSR 18.40.6
25
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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 1.00m 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
20mm dia nominal outer dia pipes DSR 18.7.2
55
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25mm dia nominal outer dia pipes DSR 18.7.3
65
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32mm dia nominal outer dia pipes DSR 18.7.4
125
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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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge.
Concealed work including cutting chases and making good the walls etc.
15mm dia nominal outer dia pipes DSR 18.8.1
165
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20mm dia nominal outer dia pipes DSR 18.8.2
165
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25mm dia nominal outer dia pipes DSR 18.8.3
55
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Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions.
15mm nominal bore DSR 18.21.2.1
1
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Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 15mm nominal bore DSR 18.49.1
19
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Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.
15mm nominal bore DSR 18.51.1
2
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Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931
15mm nominal bore DSR 18.53
76
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Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. DSR 18.53A
80
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Providing and fixing gun metal gate valve with wheel of approved quality.
25mm dia nominal bore DSR 18.17.1
8
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20 mm dia nominal bore DSR 18.17.1a
7
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32mm dia nominal bore DSR 18.17.2
6
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50mm dia nominal bore DSR 18.17.4
2
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Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required,
in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.
Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. (Hard rock blasting prohibited) DSR 2.13.3.2
170
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Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
100mm diameter DSR 19.1.1
30
-
-
... More
150mm diameter DSR 19.1.2
95
-
-
... More
200mm diameter DSR 19.1.3
45
-
-
... More
Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.
100mm diameter S.W. Pipe DSR 19.2.1
30
-
-
... More
150mm diameter S.W. Pipe DSR 19.2.2
95
-
-
... More
200mm diameter S.W. Pipe DSR 19.2.3
45
-
-
... More
Providing and fixing square mouth S.W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as per standard design:
150 x 100 mm. size P type
With Sewer bricks conforming to IS : 4885 DSR 19.4.2.2
12
-
-
... More
Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC 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 aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).
With FPS bricks of class designation 75
(i) For Sewer Line DSR 19.7.1.1
18
-
-
... More
Extra for depth of man hole size 90x80 cm DSR 19.8.1.1
1.5
-
-
... More
Inside size 90x120 cm & 90 cm deep including C.I. cover with frame (medium duty) total wt. of cover & frame to be not less than 116 Kg (wt. of cover 58 Kg & wt. of frame 58 Kg. DSR 19.7.2.1
2
-
-
... More
Extra for depth of man hole size 90x120 cm DSR 19.8.2.1
0.5
-
-
... More
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design
With 20x20 mm square bar DSR 19.15.1
40
-
-
... More
Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before with supply and cost of other fIttlings such as elbow,bend,tee and y-tee,Cowel including supply of all marerial labour and T&P. Required for proper completion of work.
75 mm O.D.
75
-
-
... More
110 mm O.D.
265
-
-
... More
Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali.
28
-
-
... More
Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735.
Size 75/90 mm
Size 110 mm
17
-
-
... More
Providing & Fixing C.P. Brass Health Faucet -Make-Grohe
17
-
-
... More
EXTERNAL SEWERAGE SYSTEM :
Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required,
in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.
Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. DSR 2.13.3.2
25
-
-
... More
Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
150mm diameter DSR 19.1.2
15
-
-
... More
200mm diameter DSR 19.1.3
20
-
-
... More
Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.
150mm diameter S.W. Pipe DSR 19.2.2
15
-
-
... More
200mm diameter S.W. Pipe DSR 19.2.3
20
-
-
... More
Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC 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 aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).
With FPS bricks of class designation 75
(i) For Sewer Line
Extra for depth of man hole size 90x80 cm Inside size 90x120 cm & 90 cm deep including C.I. cover with frame (medium duty) total wt. of cover & frame to be not less than 116 Kg (wt. of cover 58 Kg & wt. of frame 58 Kg. DSR 19.7.2.1
2
-
-
... More
Extra for depth of man hole size 90x120 cm DSR 19.8.2.1
0.25
-
-
... More
Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. DSR 19.16
8
-
-
... More
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
For pipes 100 to 250mm diameter DSR 19.21.1
1
-
-
... More
WATER SUPPLY SYSTEM :
Provding and fixing gun metal non return valve of approved quality (screwed end)
80 mm nominal bore
Vertical DSR 18.19.6.2
1
-
-
... More
Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. External work
50mm nominal bore. DSR 18.12.6
15
-
-
... More
80mm nominal bore. DSR 18.12.8
55
-
-
... More
Providing & fixing sand of grading zone V or coaser grade alround the G.I. Pipes in external work.
50 mm diameter pipe DSR 18.41.6
15
-
-
... More
80 mm diameter pipe DSR 18.41.8
55
-
-
... More
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
50 mm nominal bore DSR 18.17.4
1
-
-
... More
80 mm nominal bore DSR 18.17.6
2
-
-
... More
Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design:
With F.P.S. bricks DSR 18.33.1
3
-
-
... More
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete:
25 to 40 mm dia nominal bore DSR 18.13.1
50 to 80 mm dia nominal bore DSR 18.13.2
3
-
-
... More
RAIN WATER HARVESTING WORKS :
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. 2.7.3 Hard rock (blasting prohibited) upto 1.5m depth DSR 2.7.3
22.59
-
-
... More
Hard rock (blasting prohibited) upto 1.5m to 3.0m. Depth DSR 2.7.3+2.26.2
22.59
-
-
... More
Hard rock (blasting prohibited) upto 3.0m to 4.5m. Depth DSR 2.7.3+2.26.2x2
22.59
-
-
... More
Hard rock (blasting prohibited) upto 4.5m to 6.0m. Depth DSR 2.7.3+2.26.2x3
15.81
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the ccost of centering and shuttering -All work up to plinth level:
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). DSR 4.1.3
2.06
-
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1
22.86
-
-
... More
Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) DSR 5.3
1.27
-
-
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Mild steel and Medium Tnsile steel bars. DSR 5.22.1
89.73
-
-
... More
Centring and shuttering including struting , proping etc and removal of form for :
Suspended floors, roofs, landings, balconies and access platform. DSR 5.9.3
0.94
-
-
... More
15mm cement plaster on rough side of single or half brick wall mix 1:4 (1 cement : 4 coarse sand) DSR 13.5.1
49.46
-
-
... More
Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:
With 20x20mm square bar DSR 19.15.1
12
-
-
... More
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
M.D. -10- Circular shape 500mm internal diameter DSR 19.19.2.2
2
-
-
... More
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level.
Drilling of 300mm dia bore hole manually. DSR 23.1.1.1
25
-
-
... More
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
150 mm nominal size dia DSR 23.4.2
25
-
-
... More
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.5
3.53
-
-
... More
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.6
3.53
-
-
... More
Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.7
3.53
-
-
... More
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. DSR 23.8
2
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. Hard rock (blasting prohibited) upto 1.5m depth DSR 2.7.3
10.05
-
-
... More
Hard rock (blasting prohibited) upto 1.5m to 3.0m. Depth DSR 2.7.3+2.26.2
4.06
-
-
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level:
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). DSR 4.1.3
1.04
-
-
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1
3.52
-
-
... More
Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, bands plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) DSR 5.3
1.38
-
-
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Mild steel and Medium Tnsile steel bars. DSR 5.22.6
162.94
-
-
... More
15mm cement plaster on rough side of single or half brick wall mix 1:4 (1 cement : 4 coarse sand) DSR 13.5.1
17.36
-
-
... More
Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:
With 20x20mm square bar DSR 19.15.1
12
-
-
... More
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
M.D. -10- Circular shape 500mm internal diameter DSR 19.19.2.2
2
-
-
... More
EXTERNAL PIPE NETWORK SYSTEM :
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. DSR 2.13.3.2
185
-
-
... More
Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
150mm diameter DSR 19.1.2
185
-
-
... More
Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.
150mm diameter S.W. Pipe DSR 19.2.2
185
-
-
... More
Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4 coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.
a) Inside size 60x60 cm & 60 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg.
19
-
-
... More
SEPTIC TANK :
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge.
Hard rock (blasting prohibited) upto 1.5m depth DSR 2.7.3
47.38
-
-
... More
In all kind of soil upto 1.5m to 3.0m. Depth DSR 2.6.1 & 2.26.1
45.09
-
-
... More
In all kind of soil upto 3.0m to 4.50m. Depth DSR 2.6.1&2.26.1x2
12.02
-
-
... More
Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 20mm nominal size) DSR 4.1.3
4.69
-
-
... More
Reinforced cement concrete work in slab with 1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm normal size). DSR 5.3
3.98
-
-
... More
Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) DSR 6.1.1
19.53
-
-
... More
Reinforcement for R.C.C. work including, straightening, cutting bending binding and placing in position complete.
qty same as ITEM NO.-3 DSR 5.22.1
397.73
-
-
... More
Centring and shuttering including struting , proping etc and removal of form for slab. DSR 5.9.3
22.93
-
-
... More
15mm cement plaster on rough side of mix 1:4 (1 cement : 4 course sand) DSR 13.5.1
82.6
-
-
... More
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 gradeed stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2( 1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. DSR 11.5
19.88
-
-
... More
Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. DSR 19.15.1
18
-
-
... More
Providing and fixing C.I. tee at the inlet and outlet of septic tank.
2
-
-
... More
Providing & fixing 75mm dia vent pipes. DSR 17.35.2.1
2
-
-
... More
Providing & fixing of 75mm dia cast iron terminal guard. DSR 17.56.2.1
1
-
-
... More
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
M.D. -10- Circular shape 500mm internal diameter DSR 19.19.2.2
2
-
-
... More
L.D. -2.5- Circular shape 450mm internal diameter DSR 19.19.1.3
2
-
-
... More
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.
With F.P.S. bricks DSR 19.32.1
2
-
-
... More
EXTERNAL DRAIN WORKS :
Constructing brick masonry open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design:
Earth in excavation DSR 2.8.1
96.4
-
-
... More
P.C.C. in foundation(in 1 : 4: 8 ) DSR 4.1.8
14.6
-
-
... More
P.C.C. in foundation (in 1:2:4) DSR 4.1.3
1.6
-
-
... More
Plaster 15mm in 1:4 DSR 13.5.1
332
-
-
... More
Brick work in 1:4 DSR 6.1.1
41.4
-
-
... More
Boundray wall :
Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soils ad directed, within a lead of 50m. Hard rock (blasting prohibited) DSR 2.7.3
504.39
-
-
... More
Cement Concrete with 4 cm gauge approved stone ballast approved coarse sand cement in the proportion of 8:4:1 including supply of all material T&P etc. required for proper completion of work DSR 4.1.8
43.95
-
-
... More
Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Upto plinth level DSR 5.1.2
(i) R.C.C. work in Footing
147.76
-
-
... More
(iii) R.C.C. work in Columns
150.49
-
-
... More
(ii) R.C.C. work in Beam
13.44
-
-
... More
Above plinth to floor-V lvl
Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
(iii) R.C.C. work in Columns DSR 5.2.2
9.47
-
-
... More
(ii) R.C.C. work in Beam
5.06
-
-
... More
Class- 150 (Non Modular brick work tn 1:6 cement and coarse sand in foundation and plinth including supply of N materials, labour and T&P etc. required fo proper completion of the work. (Coarse Sand not less than 2.25 FM) in superstructure, 230mm wide DSR 6.1.2
14.81
-
-
... More
Mild Steel or iron works in plain works such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks DSR 5.22.6
527.1
-
-
... More
Class- 150 (Non Modular brick work in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : coarse sand) DSR 6.4.2
74.09
-
-
... More
12 mm thick plaster with cement mortar in consisting of 1:6 cement and approved coarse sand of minimum thickness not be less than 10 mm including supply of all materials, labour T&P etc. required for proper completion of the work. On smooth surface of wall. DSR 13.4.2
1352.76
-
-
... More
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare
the surface even and smooth complete. DSR 13.80
1352.76
-
-
... More
Finishing wall with (two coat) water proofing cement paint of required shade DSR 13.47.1
1352.76
-
-
... More
Add for groove in plastered surface or moulding to R.C.C. projections. DSR 5.30
538.8
-
-
... More
Providing and fixing in position 12mm thick bitumen impregnated per cm 567.25 fiber board conforming to IS: 1838, including cost of primer, sealing depth per compound Grade-A in expansion joints. DSR 5.28
330.93
-
-
... More
Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide DSR 5.29.1.2
330.93
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete. DSR 5.9.1
812.52
-
-
... More
Columns,Pillars, Piers, Abutments, Posts and Struts. DSR 5.9.6
624.69
-
-
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick DSR 5.9.21
127.68
-
-
... More
Main Gate :
Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soils ad directed, within a lead of 50m. Hard rock (blasting prohibited) DSR 2.7.3
13.44
-
-
... More
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. DSR 4.1.8
1.03
-
-
... More
Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Upto plinth level
(i) R.C.C. work in Footing DSR 5.1.2
2.36
-
-
... More
(iii) R.C.C. work in Columns DSR 5.1.2
1.52
-
-
... More
(iii) R.C.C. work in Beam DSR 5.2.2
1.22
-
-
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Above plinth to floor-V lvl
Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Upto plinth level DSR 5.2.2
(i) R.C.C. work in Footing
(ii) R.C.C. work in Columns
1.28
-
-
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete. DSR 5.9.1
6.3
-
-
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Columns,Pillars, Piers, Abutments, Posts and Struts. DSR 5.9.6
24.48
-
-
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Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick DSR 5.9.21
10.58
-
-
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P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. DSR 5.22.6
9.25
-
-
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Class- 150 (Non Modular brick work tn 1:6 cement and coarse sand in foundation and plinth including supply of N materials, labour and T&P etc. required fo proper completion of the work. (Coarse Sand not less than 2.25 FM) in superstructure, 230mm wide DSR 6.1.2
1.57
-
-
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12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. F.M. 2.25 DSR 13.4.2
11.95
-
-
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Finishing walls with water proofing cement paint of approved make and quality on new work with two coats to give and even shade including supply of all materials,labour & T&P etc. required for proper completion of the work. DSR 13.47.1
11.95
-
-
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Ground Floor DSR 13.80
11.95
-
-
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Supply and fixing M.S. Work in grill including all necessary for proper completion of the work. DSR 9.48.1
359.1
-
-
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Steel Painting:Applying priming coat: (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.(b) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. DSR 13.62.1
10.26
-
-
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INTER LOCKING :
Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soils ad directed, within a lead of 50m. Hard rock (blasting Prohibited) DSR 2.7.3
37.45
-
-
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Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form- work, in foundation and floors. DSR 4.1.8
107.66
-
-
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Class M-150 brick work in 1:4 cement coarse sand (of 2.5 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. DSR 6.4.1
19.15
-
-
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Interlocking Tiles-Rubber moulded refiective Zig-Zag 80mm Providing and laying of Interlocking Concrete Block Laying of Pavements having thickness 80mm including levelling and dressing of surface to required level and slope, spreading and moisting 30m thick local sand on bend, filling joints with local sand on bend, filling joints with local sand etc for proper completion of the work as per drawing and technical specification clause 1504 DSR 16.91.2
560.5
-
-
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CC. ROAD IN CAMPUS:
Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soils ad directed, within a lead of 50m. Hard rock (blasting Prohibited) DSR 2.7.3
32.21
-
-
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead
upto 50 metres. DSR 16.1
348.2
-
-
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27
104.31
-
-
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Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded Stone aggregate 20 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. DSR 4.1.8
57.9
-
-
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M-150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required
for proper completion of the work. DSR 6.4.1
18.4
-
-
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R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M- 20) in slab excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item. M-20 DSR 5.2.2
59
-
-
... More
Providing and laying in position bitumen hot sealing compound
for expansion joints etc.
Using grade 'A' sealing compound. DSR 16.46A
174.1
-
-
... More
CC. ROAD IN LINK ROAD :
Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soils ad directed, within a lead of 50m. Hard rock (blasting Prohibited) DSR 2.7.3
66.92
-
-
... More
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead
upto 50 metres. DSR 16.1
723.4
-
-
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27
216.7
-
-
... More
Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded Stone aggregate 20 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. DSR 4.1.8
120.3
-
-
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M-150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required
for proper completion of the work. DSR 6.4.1
38.24
-
-
... More
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M- 20) in slab excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item. M-20 DSR 5.2.2
122
-
-
... More
Providing and laying in position bitumen hot sealing compound
for expansion joints etc.
Using grade 'A' sealing compound. DSR 16.46.1
361.7
-
-
... More
COST OF EARTH FILLING IN CAMPUS FROM CARTAGE EARTH : DSR 2.25A
1176.47
-
-
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COST OF BOARING :
1
-
-
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ELECTRICAL WORKS :
FIRE FIGHTING :
INTERNAL HYDRANT SYSTEM :
(A) Supplying, Installation, Testing & Commissioning of Electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required:(Terrace Pump)
(B) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal confirming to IS 1520.
(C) Suitable HP Squirrel cage indution motor, TEFC type suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation, confirming to IS-325.
(D) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.
(E) Suitable cement concrete foundation duly plastered with anti vibration pads.
450 lpm at 35 m head
1
-
-
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Providing, laying, testing & Commissioning of 'C' class heavy duty MS pipe confirming to IS 3589/IS1239 inculding welding, fittings like elbows,tees, langes,tapers,nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of syntetic enamel paint of required shade complete as required:
25 mm dia
15
-
-
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100 mm dia
55
-
-
... More
Supplying & fixing single headed internal yard hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel, ISI marked, confirming to IS 5290(type A) with blank Gunmetal/Stainless Steel cap and chain as required:
Single headed Gunmetal
4
-
-
... More
Supplying, fixing, testing & commission of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets confirming to IS 13095 of following sizes as required:
100 mm dia
3
-
-
... More
Supplying & fixing orifice plate made out of 6 mm thick stainless steel(grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required:
4
-
-
... More
Providing, installation, testing and commission of non-return valve of following sizes confirming to IS: 5312 complete with rubber gaskets GI bolts, nuts, washers etc as required:
100 mm dia
3
-
-
... More
Supplying & fixing 63 mm dia, 15m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. confirming to IS 636(type-A) as required:
Gun Metal
8
-
-
... More
Supplying & fixing First-aid hose Reel with MS construction spray painted in post office red,conforming to IS 884 complete with the following as required.
20 mm nominal internal dia water hose thermoplastic(Textile reinforced) type-2 as per IS:12585
20 mm nominal internal dia gun metal globe valve & nozzle.
Drum and brackets for fixing the equipments on wall.
Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.
30 m
4
-
-
... More
Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle confirming to IS:903 suitable for instantaneous connection to interconnect hos pipe coupling as required.
Gun Metal
4
-
-
... More
Supplying & fixing air vessel made out of 250 mm dia,8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required.
1
-
-
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Providing & fixing of pressure switch in M.S. pipe line including connection etc as required.
4
-
-
... More
FIRE DETECTION & ALARM SYSTEM :
Supplying, installation, testing & commissioning of Manual call Boxes of MS constuction in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. as required.
2
-
-
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Supplying, installation, testing & commissioning fire alarm sounder with facility to make announcement, mounted in M.S. box(16 SWG) with hinged cover plate & suitable for operation with amplifier i/c line matching trasformer etc. complete as required.
2
-
-
... More
Supplying, installation, testing & commissioning talk back slave station in surface/recess suitable for operation on simplex mode complete with P.T.T. knob & speaker/microphone cenclosed in a M.S. box(16 SWG)/ABS box with break glass in front etc. complete as required.
2
-
-
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Supplying & laying of 2X1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required.
155
-
-
... More
Supplying & laying 25 mm dia MS flexible pipe with PVC coating along with all ancillaries and accessories like coupler etc. as required.
45
-
-
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Supply and fixing of following sizes of medium class PVC conduit alongwith the accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required:
25 mm
65
-
-
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Supplying, installation, testing & commissioning of main control and indicating panel made out SWG MS sheet to accommodate the following items duly powder coated in approved colour with louvers for ventilation, locking arrangement, audio and visual indication for fire alarm and public address system, monitoring system including connections, interconnections etc complete as required.
6 Zone panel for fire alarm system
100 Watt amplifier racks suitable for operation on 230V AC/24VDC supply confirming to IEC-268-3 complete with all accessories as required-2 Nos.(one to act as standby)
Talk back master station with LED PTT(press to talk) push button for operation on 230V AC/24 V DC supply confirming to IEC-268 for simplex mode of operation/ communication suitable for 20 Nos. talk back unit-1 set.
Annoucement control desk suitable for selection of different zones selectively and ON ALL CALL switch with visual indication etc. complete as required-1set.
Amplifier change over switch for inter changing amplified-1 No.
Monitor panel for loudspeaker complete with output selector, ON/OFF switch,fuse,visual indications etc. complete as required-1 No.
Gooseneck microphone with stand and ON/OFF switch-1 No.
Main ON/OFF switch,fuse indication lamps, DC and AC voltmeters & ammeters, terminal blocks etc. complete as required-1 set.
Battery charger trickle cum boost to take complete load of fire alarm & PA system complete with all accessories including providing & fixing of 2 nos.12 volt, 60 AH each sealed maintenance free bateries-1 set.
1
-
-
... More
FIRE FIGHTING SYSTEM (EXTERNAL) :
Providing, laying, testing & Commissioning of 'C' class heavy duty MS pipe confirming to IS 3589/IS1239 inculding welding, fittings like elbows,tees, langes,tapers,nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of syntetic enamel paint of required shade complete as required:
80 mm dia
10
-
-
... More
100 mm dia
45
-
-
... More
Supplying & fixing single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, confirming to IS 5290(type A) with blank Gunmetal/Stainless Steel cap and chain as required:
Single headed Gunmetal
2
-
-
... More
Supplying, fixing, testing & commission of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets confirming to IS 13095 of following sizes as required:
80 mm dia
2
-
-
... More
100 mm dia
2
-
-
... More
Providing, installation, testing and commission of non-return valve of following sizes confirming to IS: 5312 complete with rubber gaskets GI bolts, nuts, washers etc as required:
100 mm dia
2
-
-
... More
Supplying & fixing 63 mm dia, 15m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. confirming to IS 636(type-A) as required:
Gun Metal
4
-
-
... More
Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle confirming to IS:903 suitable for instantaneous connection to interconnect hos pipe coupling as required.
Gun Metal
2
-
-
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Supplying & fixing of Fire brigade connection of cast iron body with gun metal male instantaneous inlet coupling complete with cap and chain as required. for suitable dia MS pipe connection conforming to IS 904 as required:
2 way-100 mm dia M.S. Pipe
2
-
-
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Supply & fixing of fire extinguisher, ABC Type 6.00 kg. capacity(ISI Marked IS:15683 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
7
-
-
... More
Supply, installation, testing and commissioning Clean Agent type capacity 4 Kg fire extinguisher filled with HFC 236 FA clean Agent Gas. Complete with squeeze grip release valve, locking arrangement, pressure gauge,operation manual and bracket. Complete in all respect.
7
-
-
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Providing/Fixing of Fire Hose cabinet box made out of 18 gauge MS sheet including two coats of post office red paint over one coat of primer with 4 mm, thick glass door in front painted “FIRE” in red luminous paint. The size of the box should be 750 mm X 600 mm X 250 mm size capable of accommodating a pair of hose with coupling and nozzle. The box should be floor mounted type with railway coach lock arrangement and lever for opening the door after breaking the glass complete. Make : Standard/Lifeguard or EQ.
6
-
-
... More
Supplying and fixing of Self Glow Exit signage for stairs and exits made out from not less than 4 mm of transparent acrylic sheet of 300 x 150 mm size with self illuminated plastic words of 100 mm height suspended from ceiling by means of M.S. chain or fixed of the walls as required and as directed at site..(MAKE : Agni Suraksha (ASES) / Securiton-aka /System Sensor)
10
-
-
... More
Supplying and fixing of Fire man axe. Make :- Agni Suraksha (ASES) or EQ
4
-
-
... More
Supply, Installation, Testing and Commissioning of electronic siren with suitable audible range of 1 k.m. approximately 4 watt.complete in all respects. Make :- Agni Suraksha (ASES) or EQ.
1
-
-
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Providing/Fixing of cubical type floor mounted Fire pump control panel fabricated from 16 G M.S. sheet duly powder coated finish of approved shade and comprising of : Incomer:-a) 63 amp 4 Pole MCCB, 50Hz with breaking capacity 10KW.
b)One Volt meter (0-500 V) with selector switch.
c) Ammeter (0-63 Amps.) with selector switch & CTs. - 1 Set
d) Set of 3 phase indication lamps - 1 Set e) Set of Al bus bar 200 Amp 4 strip - 1 Set f) Selector switch for local/remote, auto/manual/off operation ON/OFF indication lamp etc. - 1 Set
Outgoing:-1 x 63 Amps FP MCCB (25 KA) with Suitable HP fully automatic Star/Delta Starter with over load protection, current sensing type single phase preventor complete with all accessories and internal wiring required for automatic operation.
1
-
-
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Wiring for light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core multistrand cable in surface / recessed medium class PVC Conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5sqmm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP-C DSR 1.10.1
294
-
-
... More
Wiring for twin light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core multistrand cable in surface / recessed medium class PVC Conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5sqmm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP-C DSR 1.11
3
-
-
... More
Wiring for Fan point with 1.5 sq.mm FRLS PVC insulated copper conductor single core multistrand cable in surface / recessed medium class PVC Conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5sqmm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP-C DSR 1.10.1
86
-
-
... More
Wiring for Fresh Air Fan point with 1.5 sq.mm FRLS PVC insulated copper conductor single core multistrand cable in surface / recessed medium class PVC Conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5sqmm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP-C DSR 1.10.1
19
-
-
... More
Wiring for Call Bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core multistrand cable in surface / recessed medium class PVC Conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5sqmm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP-C DSR 1.10.1
11
-
-
... More
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. DSR 1.31
122
-
-
... More
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. DSR 1.32
48
-
-
... More
Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required. DSR 1.38
11
-
-
... More
Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface 100 lm/watt with, P.F0.95. THD10% at full load, CRI80, sheet thikness0.8mm complete in all respect 23.07
CAT- AAA
203
-
-
... More
Supply and fixing of 18 Watt to 20 Watt indoor Recess mounting LED Square/round Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing with extended heat sink, diffuser of Polycarbonate meterial and driver set complete in all respect.. CAT-AAA
52
-
-
... More
Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body complete in all respec
12
-
-
... More
Supply and fixing of Lamp base LED mirror light 11W lumen 800 complete in all respect. (ANALYSIS RATE)
22
-
-
... More
Supply and fixing of LED bulb 9W lumen 630 to 735 complete in all respect. (ANALYSIS RATE)
8
-
-
... More
Decorative 8 to 16 Watt LED Post top indirect ight luminaire having Pressure die cast aluminium body and Clear glass with driver set confirming to IP 65 and above protection complete in all resp
2
-
-
... More
S/f of Plug Point for TV Point as per DSR 1.31 (ANALYSIS RATE)
1
-
-
... More
S/f of Plug Point for Compupter Point as per DSR 1.31+DSR 1.32 (ANALYSIS RATE)
31
-
-
... More
Brass Batten/angle holder DSR 1442
8
-
-
... More
Supplying and fixing 6way (4+18) DB, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) DSR 2.4.2
8
-
-
... More
Supplying and fixing 12way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) DSR 2.3.3
20
-
-
... More
Supplying and fixing 63 Amp 4 Pole MCB complete with connections, testing and commissioning etc as required
8
-
-
... More
Supplying and fixing 63 Amp DP MCB complete with connections, testing and commissioning etc as required
10
-
-
... More
Supplying and fixing 63 Amp SP MCB complete with connections, testing and commissioning etc as required
20
-
-
... More
Supplying and fixing 32 Amp DP MCB complete with connections, testing and commissioning etc as required
10
-
-
... More
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole DSR 2.10.1
102
-
-
... More
Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core multistrand cable in the existing surface/recessed steel/ PVC conduit as required. 1 x 1.5 sq. mm DSR 1.17.1 for inverter etc.
650
-
-
... More
S/f suitable size GI box with modular plate and cover in from surface or in recess including providing and fixing 25A modular socket outlet and 25A modular SP MCB "C" curve including connections, painting etc as required DSR 1.57
13
-
-
... More
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core multistrand cable in surface/ recessed medium class PVC conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire DSR 1.14.1
700
-
-
... More
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core multistrand cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire DSR 1.14.2
900
-
-
... More
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core multistrand cable in surface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire DSR 1.14.3
1000
-
-
... More
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core multistrand cable in surface/ recessed medium class PVC conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire DSR 1.14.4
190
-
-
... More
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core multistrand cable in surface/ recessed medium class PVC conduit as required. 2 X10 sq. mm + 1 X 6 sq. mm earth wire DSR 1.14.5
250
-
-
... More
Supplying and drawing 10 x 4 sq. mm of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 4 X10 sq. mm + 2 X 6 sq. mm DSR 1.14.10
180
-
-
... More
Supplying and drawing 16 x 4 sq. mm of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 4 X10 sq. mm + 2 X 6 sq. mm DSR 1.14.11
185
-
-
... More
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. DSR 5.4
5
-
-
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Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required.(Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) DSR 5.9
250
-
-
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Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel incoming 400amp MCCB- 1 Nos
Outgoing 200 Amp MCCB- 1 Nos, 100 Amp MCCB- 1 Nos ,63 Amp MCCB 8 Nos AR
1
-
-
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Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel incoming 200 amp MCCB- 1 Nos
Outgoing 63 Amp MCCB- 6 Nos AR
1
-
-
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Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-lncharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc Size-.400 sq. mm 3-1/2 core (Make - RR/Havells/ Anchor/ Polycab)
120
-
-
... More
50 sq. mm 3-1/2 core (Make - RR/Havells/ Anchor/ Polycab)
50
-
-
... More
95 sq. mm 3-1/2 core (Make - RR/Havells/ Anchor/ Polycab)
120
-
-
... More
35 sq. mm 3-1/2 core (Make - RR/Havells/ Anchor/ Polycab)
120
-
-
... More
25 sq. mm 3-1/2 core (Make - RR/Havells/ Anchor/ Polycab)
125
-
-
... More
10 sq. mm 4 core (Make - RR/Havells/ Anchor/ Polycab)
500
-
-
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Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-lncharge. Size- 400 sq. mm 3-1/2 core (Make -
Havells/ Anchor/Dowells)
2
-
-
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95 sq. mm 3-1/2 core (Make - Dowells or equivalent)
4
-
-
... More
50 sq. mm 3-1/2 core (Make - Dowells or equivalent)
2
-
-
... More
35 sq. mm 3-1/2 core (Make - Dowells or equivalent)
2
-
-
... More
25 sq. mm 3-1/2 core (Make - Dowells or equivalent)
2
-
-
... More
10 sq. mm 4 core (Make - Dowells or equivalent)
16
-
-
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Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-lncharg Size400 Sqmm P.S no-504 o (Make - Dowells or
equivalent)
6
-
-
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Size-240Sqmm (Make - Dowells or equivalent)
2
-
-
... More
Size-95 Sqmm (Make - Dowells or equivalent)
6
-
-
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Size-70 Sqmm (Make - Dowells or equivalent)
2
-
-
... More
Size-50 Sqmm (Make - Dowells or equivalent)
6
-
-
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Size-35 Sqmm (Make - Dowells or equivalent)
2
-
-
... More
Size- 25 Sqmm (Make - Dowells or equivalent)
4
-
-
... More
Size-16 Sqmm (Make - Dowells or equivalent)
2
-
-
... More
Size-10 Sqmm (Make - Dowells or equivalent)
16
-
-
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Making hole for installation of exhaust fan of size upto 450mm sweep by demolishing brick work manually/by mechanical means including disposal of malba within 50 meters lead and making good the wall by plastering etc. as required (DSR Civil-2021 item no 15.7.4 and 13.1.2) DSR 14.15(iii)
19
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Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Up to 450mm sweep DSR 1.50.1
19
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Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. DSR 6.2
2
-
-
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Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For horizontal run) DSR 6.7
80
-
-
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Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/coke and salt as required. DSR No 5.6
4
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Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) DSR No 5.9
100
-
-
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Cost of 1200mm Ceilling Fan complete in all respect (GeM)
86
-
-
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Cost of 300mm Fresh Air Fan (GeM) without GST (GeM)
19
-
-
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Supply and fixing of 7 mtr. G.I. Octagonal pole of approved make (top dia 70 mm, Bottom dia 130 mm & Base plate 12 mm thick) having 3 mm, thickness with single arm bracket length of 1 mtr. length in 1:2:4 RCC foundation bolt including the cost of foundation, excavation & back filling and Required T & P complete in all respect.
8
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-
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Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt) as required.
4
-
-
... More
Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable für 90Watt. Confirming to IP 66 and above Protection complete in all respect. 8250-9900 system lumens High Power LED with lenses 1 10lm/W, PF0.95, THD 10% at full load CRI 70 potted driver set phase to phase protection at 440V and 300V auto cut and restart feature with 5 year warranty
8
-
-
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