Uttar Pradesh Power Transmission Corporation Limited Tender
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Uttar Pradesh Power Transmission Corporation Limited - UPPTCL Tender
Civil And Construction
Energy, Oil and Gas
Civil Works Others
Electrical and Electronics
Electrical Works
Eprocure
Opening Date6 Nov 2024
Closing Date5 Dec 2024
Tender Amount₹ 35,58,00,000
Costs
EMD
₹ 35,58,000Document Cost
₹ 5,900Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_PTRCL_971181_1Tender No
ESD-640Tender Authority
Uttar Pradesh Power Transmission Corporation Limited ViewPurchaser Address
-Website
http://https://upenergy.in/upptcl
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Documents
BOQ Items
Surface dressing(All kinds of soil) of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m (DSR 2.28.1)
15000
-
-
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. (DSR 2.31)
5000
-
-
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. (DSR 2.32)
12000
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.1.2)
75
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8)
100
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.10)
300
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :(Foundations, footings, bases for columns) (DSR 4.3.1)
3000
-
-
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. (DSR 4.12)
300
-
-
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 :(1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.1.2)
740
-
-
Reinforced cement concrete work in beams, suspended floors, roofs & coloumn 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 five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 5.3)
200
-
-
Reinforced cement concrete work in shafts,pedestal cup to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 5.6)
120
-
-
Centering and shuttering including strutting, propping etc. and removal of form for(Foundations, footings, bases of columns, etc. for mass concrete) (DSR 5.9.1)
2500
-
-
Centering and shuttering including strutting, propping etc. and removal of form for(Suspended floors, roofs, landings, balconies and access platform) (DSR 5.9.3)
1000
-
-
Centering and shuttering including strutting, propping etc. and removal of form for(Lintels, beams, plinth beams, girders, bressumers and cantilevers) (DSR 5.9.5)
500
-
-
Centering and shuttering including strutting, propping etc. and removal of form for(Columns, Pillars, Piers, Abutments, Posts and Struts) (DSR 5.9.6)
1000
-
-
Centering and shuttering including strutting, propping etc. and removal of form for (Chimneys and shafts) (DSR 5.9.11)
500
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (Thermo-Mechanically Treated bars of grade Fe-500D or more.) (DSR 5.22.6)
165000
-
-
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (DSR 5.30)
500
-
-
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)
450
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:(Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.1.2)
320
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :(Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.4.1)
50
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :(Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2)
180
-
-
Providing edge moulding to 18 mm thick Granite/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. (DSR 8.3.2)
50
-
-
Providing and fixing Ist 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. (DSR 8.31)
60
-
-
Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using 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 62X19 mm) (DSR 9.51.1)
10
-
-
Providing and fixing ISI marked aluminium butt hinges 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:(125x75x4 mm) (DSR 9.95.1)
50
-
-
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 :(300x16 mm) (DSR 9.96.1)
40
-
-
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 :(300x10 mm) (DSR 9.97.1)
20
-
-
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :(125mm) (DSR 9.100.1)
15
-
-
Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm (± 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm (± 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm (± 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer's specification and direction of engineer-in-charge. (DSR 9.146)
2
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR 10.2)
25000
-
-
Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer (DSR 10.4)
5
-
-
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.(80x1.25 mm M.S. laths with 1.25 mm thick top cover) (DSR 10.6.1)
10
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-
Providing and fixing ball bearing for rolling shutters. (DSR 10.7)
5
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-
Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. (DSR 10.17)
10
-
-
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DSR 10.18)
10
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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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (DSR 10.28)
30
-
-
Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.(Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides) (DSR 10.29.2)
5
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-
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (DSR 11.2)
900
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-
Providing and fixing glass strips in joints of terrazo/ cement concrete floors.(40 mm wide and 4 mm thick) (DSR 11.13.1)
300
-
-
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.(In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand,) (DSR 11.21.1.1)
15
-
-
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) (DSR 11.21.2.1)
35
-
-
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pointing the joints with white cement and matching pigment etc., complete. (DSR 11.37)
20
-
-
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm 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.(Size of Tile 600x600 mm) (DSR 11.41.2)
300
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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 colour of Black, Cherry/Ruby Red or equivalent) (DSR 11.56.1)
10
-
-
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.(75 mm diameter) (DSR 12.41.1)
50
-
-
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.(110 mm diameter) (DSR 12.41.2)
50
-
-
12 mm cement plaster of mix :(1:4 (1 cement: 4 coarse sand) (DSR 13.4.1)
3500
-
-
12 mm cement plaster of mix :(1:6 (1 cement: 6 coarse sand) (DSR 13.4.2)
2100
-
-
15 mm cement plaster on rough side of single or half brick wall of mix:(1:6 (1 cement: 6 coarse sand) (DSR 13.5.2)
900
-
-
6 mm cement plaster of mix :(1:3 (1 cement : 3 fine sand) (DSR 13.16.1)
1000
-
-
Neat cement punning. (DSR 13.18)
2000
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-
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :(New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre) (DSR 13.41.1)
2200
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:(New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR 13.47.1)
1600
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-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture) (DSR 13.62.1)
1000
-
-
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)
5000
-
-
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR 15.60)
50
-
-
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)
1000
-
-
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.(Made of G.I. wire of dia 4 mm) (DSR 16.70.1)
300
-
-
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (DSR 16.75)
180
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-
Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. (DSR 16.76)
180
-
-
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
-
-
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and 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 solid plastic seat and lid) (DSR 17.2.1)
2
-
-
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic 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 required :(One urinal basin with 5 litre white P.V.C. automatic flushing cistern) (DSR 17.4.1)
2
-
-
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 Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps) (DSR 17.7.3)
2
-
-
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. (DSR 17.8)
2
-
-
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 :(510x1040 mm bowl depth 250 mm) (DSR 17.10.1.1)
2
-
-
Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.(10 litre capacity - White) (DSR 17.18.1)
2
-
-
Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.((a) 15 mm nominal dia) (DSR 17.22B)
1
-
-
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.(Flexible pipe 32mm dia) (DSR 17.28.2.1)
10
-
-
Providing and fixing 100 mm sand cast Iron grating for gully trap. (DSR 17.29)
10
-
-
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)
2
-
-
Providing and fixing toilet paper holder :(C.P. brass) (DSR 17.34.1)
3
-
-
Providing and fixing soil, waste and vent pipes :(100 mm dia) Sand cast iron S&S pipe as per IS: 1729 (DSR 17.35.1.1)
20
-
-
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.(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) (DSR 17.73.2)
2
-
-
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.(15 mm nominal dia Pipes) (DSR 18.7.1)
50
-
-
Same as above item no. DSR 18.7.1 but for 20 mm nominal dia Pipes (DSR 18.7.2)
50
-
-
Same as above item no. DSR 18.7.1 but for 25 mm nominal dia Pipes (DSR 18.7.3)
50
-
-
Same as above item no. DSR 18.7.1 but for 32 mm nominal dia Pipes (DSR 18.7.4)
40
-
-
Same as above item no. DSR 18.7.1 but for 40 mm nominal dia Pipes (DSR 18.7.5)
30
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(15 mm dia nominal bore) (DSR 18.12.1)
80
-
-
Same as above item no. DSR 18.12.1 but for 20 mm dia nominal bore (DSR 18.12.2)
80
-
-
Same as above item no. DSR 18.12.1 but for 25 mm dia nominal bore (DSR 18.12.3)
60
-
-
Same as above item no. DSR 18.12.1 but for 32 mm dia nominal bore (DSR 18.12.4)
40
-
-
Same as above item no. DSR 18.12.1 but for 40 mm dia nominal bore (DSR 18.12.5)
40
-
-
Same as above item no. DSR 18.12.1 but for 50 mm dia nominal bore (DSR 18.12.6)
40
-
-
Same as above item no. DSR 18.12.1 but for 65 mm dia nominal bore (DSR 18.12.7)
40
-
-
Same as above item no. DSR 18.12.1 but for 80 mm dia nominal bore (DSR 18.12.8)
50
-
-
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 nominal bore) (DSR 18.13.1)
10
-
-
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 :(50 to 80 mm nominal bore) (DSR 18.13.2)
10
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :(25 mm nominal bore) (DSR 18.17.1)
10
-
-
Same as above item no. DSR 18.17.1 but for 20 mm nominal bore (DSR 18.17.1A)
8
-
-
Same as above item no. DSR 18.17.1 but for 32 mm nominal bore (DSR 18.17.2)
8
-
-
Same as above item no. DSR 18.17.1 but for 40 mm nominal bore (DSR 18.17.3)
7
-
-
Same as above item no. DSR 18.17.1 but for 50 mm nominal bore (DSR 18.17.4)
7
-
-
Same as above item no. DSR 18.17.1 but for 65 mm nominal bore (DSR 18.17.5)
7
-
-
Same as above item no. DSR 18.17.1 but for 80 mm nominal bore (DSR 18.17.6)
5
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :(25 mm nominal bore) (DSR 18.18.3)
3
-
-
Providing and fixing uplasticised PVC connection pipe with brass unions :(45 cm length,15 mm nominal bore) (DSR 18.21.2.1)
20
-
-
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :(100 mm diameter) (DSR 18.22.1)
3
-
-
Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. (DSR 18.44)
20
-
-
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 (DSR 18.48)
2000
-
-
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :(15 mm nominal bore) (DSR 18.49.1)
15
-
-
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.(15 mm nominal bore) (DSR 18.52.1)
15
-
-
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931(15 mm nominal bore) (DSR 18.53.1)
10
-
-
Providing and fixing PTMT pillar cock of approved quality and colour.(15 mm nominal bore, 107 mm long, weighing not less than 110 gms) (DSR 18.56.1)
4
-
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.(With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 ) (DSR 19.32.1)
2
-
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete(450 mm dia RCC pipes.) (DSR 19.35.1)
5
-
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete(600 mm dia RCC pipes.) (DSR 19.35.2)
5
-
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete(900 mm dia RCC pipes.) (DSR 19.35.3)
5
-
-
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :(For fixed portion ,Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (DSR 21.1.1.1)
500
-
-
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :(For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately, Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)) (DSR 21.1.2.1)
300
-
-
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):(With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) (DSR 21.3.1)
80
-
-
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):(With float glass panes of 5.0 mm thickness (weight not less than 10kg/sqm) (DSR 21.3.2)
80
-
-
Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.(With stainless steel cover plate minimum 1.25 mm thickness ) (DSR 21.4.1)
15
-
-
Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge.(Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (DSR 21.7.1)
5
-
-
Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge.(Anodized (AC 15 ) aluminium tubular handle bar ) (DSR 21.12.1)
20
-
-
Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. (DSR 21.13)
10
-
-
Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.(Anodized (AC 15) aluminium) (DSR 21.15.1)
20
-
-
Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-charge(Anodized (AC 15 ) aluminium) (DSR 21.16.1)
20
-
-
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-in-charge, upto 90 metre depth below ground level.(All types of soil,300 mmm dia ) (DSR 23.1.1.1)
90
-
-
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-in-charge, beyond 90 metre depth below ground level.(All types of soil,300 mmm dia ) (DSR 23.2.1.1)
30
-
-
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (DSR 23.8)
15
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge(100 mm nominal size dia) (DSR 23.11.1)
80
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge(150 mm nominal size dia) (DSR 23.11.2)
40
-
-
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. (DSR 23.12)
40
-
-
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).(100 mm dia) (DSR 23.15.1)
2
-
-
Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mmthick (galvanized @ 120 grams per sqm including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm,cross - T of size 24x32 mm of length 1200 mm and secondaryintermediate cross-T of size 24x32 mm of length 600mm to formgrid module of size 600 x 600 mm, suspended from ceiling usinggalvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6 mm fixed with grid and Z cleat of size 25x37x25x1.6mm thick with precut hole on both 25mm flange to pierce into 12x50mm or even bigger size dash fastener if require, fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphey wall / partition with the help of plastic rawl plugs at 450mm center to center and 40 mm long dry wall S.S screws. The workshall be carried out as per specifications, drawing and as per directionsof the Engineer-in-Charge. (With 15 mm thick tegular/butt edged without perforation plain/designer light weight calcium silicate Anti-Microbial Bio-Safe coated false ceiling tiles Confirming to JIS-Z2801 and ASTM G-21) (DSR 26.22.2)
150
-
-
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required..Group C (DSR E&M 2022 1.10.3) (DSR 27.01)
60
-
-
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet (DSR E&M 2022 1.24.4) (DSR 27.02)
20
-
-
Supplying and fixing of 20 mm of medium class PVC conduit along with accessories in surface/recess including junction box, cutting the wall and making good the same in case of recessed conduit as required. (DSR E&M 2022 1.21.1) (DSR 27.03)
30
-
-
Supplying and fixing of 25 mm of medium class PVC conduit along with accessories in surface/recess including junction box,cutting the wall and making good the same in case of recessed conduit as required.(DSR E&M 2022 1.21.2) (DSR 27.04)
30
-
-
Wiring for circuit/ submain wiring with 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(DSR E&M 2022 1.14.2) (DSR 27.05)
400
-
-
Wiring for circuit/ submain wiring with 2 X 4 sq. mm + 1 X 4 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(DSR E&M 2022 1.14.3) (DSR 27.06)
400
-
-
Wiring for circuit/ submain wiring with2 X 6 sq. mm + 1 X 6 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (DSR E&M 2022 1.14.4) (DSR 27.07)
300
-
-
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 E&M 2022 5.6) (DSR 27.08)
1
-
-
Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.(DSR E&M 2022 5.12) (DSR 27.09)
20
-
-
Supplying and fixing 5 amps to 32 amps rating,Single pole, 240/415 volts, "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. (DSR E&M 2022 2.10.1) (DSR 27.10)
50
-
-
Supplying and fixing 63 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.(DSR E&M 2022 2.12.2) (DSR 27.11)
10
-
-
Supplying and fixing 40 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR E&M 2022 2.12.1) (DSR 27.12)
30
-
-
Supplying and fixing 4 way (4 + 12), Double door, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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 E&M 2022 2.4.1) (DSR 27.13)
5
-
-
Supplying and fixing of 4 way (4 + 12), Double door surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)(DSR E&M 2022 2.5.1) (DSR 27.14)
5
-
-
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.(DSR E&M 2022 1.12) (DSR 27.15)
400
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (75mmX75mm)(DSR E&M 2022 1.27.1) (DSR 27.16)
10
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 3 Module (100mmX75mm)(DSR E&M 2022 1.27.2) (DSR 27.17)
10
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 4 Module (125mmX75mm)(DSR E&M 2022 1.27.3) (DSR 27.18)
10
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 6 Module (200mmX75mm)(DSR E&M 2022 1.27.4) (DSR 27.19)
10
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 8 Module (125mmX125mm)(DSR E&M 2022 1.27.5) (DSR 27.20)
10
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 12 Module (200mmX150mm)(DSR E&M 2022 1.27.6) (DSR 27.21)
10
-
-
Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).(DSR Horticulture 2020 2.3) (DSR 28.01)
5
-
-
Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).(DSR Horticulture 2020 2.2) (DSR 28.02)
5
-
-
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.(DSR Horticulture 2020 2.9) (DSR 28.03)
10
-
-
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).(DSR Horticulture 2020 2.8) (DSR 28.04)
10
-
-
Providing and stacking of Polyalthia pendula (Ashok Pendula) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge.(DSR Horticulture 2020 7.77) (DSR 28.06)
50
-
-
Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge.(DSR Horticulture 2020 7.10) (DSR 28.07)
50
-
-
Providing and stacking of Mangifera indica (Mango-grafted ) of height 60-75 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.(DSR Horticulture 2020 7.53) (DSR 28.08)
50
-
-
Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge.(DSR Horticulture 2020 7.5) (DSR 28.09)
50
-
-
Providing and Displaying Dahlia double kenya variety in different colour well developed with 3 to 4 flowers in half bloom, good foliage stacked with Green painted Bamboo sticks, 45 to 60 cm height in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.(DSR Horticulture 2020 4.24) (DSR 28.10)
50
-
-
Providing and Displaying Marigold jaffri dwarf in different colour well developed with fresh & healthy foliage with 12 to 15 flowers in full bloom specimen plant 23 to 30 cm ht. in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.(DSR Horticulture 2020 4.36) (DSR 28.11)
50
-
-
Providing and stacking of plant Mogra of height 25 to 30 cm., 2 to 3 branch in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.(DSR Horticulture 2020 4.88) (DSR 28.12)
50
-
-
Arranging and spreding 75 mm thick broken grit 20 mm (Granite stone) uniform for turfing over 100mm thick base course of C.C. In 1:4:8 (1cement:4coarse sand: 8, 40mm stone ballast) top finish by brooming of cement mortar 1:4(1cement: 4 Coarse sand) including supply of all materials, labour and tools and plants etc. required for proper completion. (NSI No. 5.31)
5000
-
-
Supply and filling brick bat in soak pit including all labour,material and T&P etc complete. (for 01 soak pit) (NSI No. 6.23)
4
-
-
Supplying & fixing 24 gauge annodized aluminium sheet of approved quality including cutting, wastage and fixing the same over the wooden door shutters with nails with all material, labour and T&P. (NSI No. 8.60)
10
-
-
Supply of 28 mm. dia M.S. Anchor bolts (conforming to IS 266) 900 mm. long with base plate (75x75x6mm) welded with anchor bolts including its threading upto a length of 10cm. and also supply of a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work(NSI No. 9.12)
1700
-
-
Fixing and grouting 28 mm and above dia bolts in proper alignment level and setout with help of a template complete including supply of all labour & T&P etc. required for proper completion of the work.(labour rates only) . (NSI No. 9.13)
1700
-
-
Supply of 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. (NSI No. 9.14)
2200
-
-
Fixing and grouting 25 mm and below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . (NSI No. 9.15)
2200
-
-
Grouting of 90/105 lbs M.S. rail including cost of all materials, labour & T&P for fixing of rail in proper alignment, level and position in transformer plinth foundation etc. as per direction of Eng I/C. (Rail to be supplied by the dept.)(labour rates only) .(NSI No. 9.25)
20
-
-
S/F in position 90 lbs M.S. Rail for transformer plinth including cost of all labour, material and T&P etc. required for proper completion of the work. (NSI No. 9.26)
20
-
-
Grouting of vertical or inclined post of pale/chain/security fencing in true level, alignment and in plumb or inclination as required, including cost of all labour, materials and T&P required for proper completion of work. ( Post and concrete for grouting shall be measured separately) (NSI No. 9.28)
80
-
-
Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. required for proper completion of the work but excluding cost of C.C. (labour rates only) . (NSI No. 9.30)
2400
-
-
Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). (NSI No. 9.31)
85
-
-
Same in item 9.31 above but for auxiliary structure. (labour rate only). (NSI No. 9.32)
400
-
-
Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only). (NSI No. 9.33)
4300
-
-
Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (NSI No.11.18)
2000
-
-
2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (NSI No. 12.26)
100
-
-
As in item No. 12.26 above but 4.0 cm thick floor in 1:1.5:3 concrete with out base concrete. (NSI No. 12.28)
80
-
-
Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position (NSI No. 13.28)
300
-
-
Pre-Construction anti-termite treatment, by creating a barrier under and around the columns pits, foundation trenches, under floors, junctions of Walls & floors, around the external perimetre of building, expansion joints, surrounding of pipes and conduits etc. (Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981))with Eldrine emulsifiable 0.2% concentration or any other approved material such as Heptachlore or chlordance will be used. The consumption of emulsion shall be (i) Foundation and masonary @ 5 Ltrs/Sqm, (ii) Back fills in immediate contact of foundation@ 7.5 Ltrs. / Sqm, (iii) Top surface of Plinth filling @ 5 Ltrs / Sqm, ( iv) Junction of walls & floors @ 7.5 Ltrs / Sqm, (v) Soil along external perimetre of building @ 7.5 Ltrs / Sqm (vi) under apron of the building @ 5 Ltrs. /Sqm. The rates includes cost of all materials, labour, equipments, T&P complete. (NSI No. 17.01)
20
-
-
Providing and fixing MS reducer for making tubewell assembly , including cost of all labour, materials and T&P required for assembly making and proper completion of work. (150x100mm) (NSI No. 19.15a)
2
-
-
Supply and fixing of MS ring of heavy quality including cost of all materials, labour and T&P etc required for proper completion of work. (100mm dia) (NSI No. 19.16f)
2
-
-
Supply and fixing of M.S. bail plug of heavy quality including all labour material & T&P. ( 100mm dia) (NSI No. 19.17a)
2
-
-
Supply and fixing of MS top plug of heavy quality including all labour material & T&P. (150mm dia) (NSI 19.18e)
2
-
-
Lowering of M.S. column pipe in tubewell including supply of nuts, and bolts, packing and also carriage of pipe from workshop to site including all labour, T&P etc. required for proper completion of the work. (a)80/65/50/40/32 mm dia. ) (NSI No. 19.27)
30
-
-
Transportation and installation of tube well drilling Rig m/c, compressure for development and other required equipments and accessories at site of work and dismentlling & taking them back after successful completion of the work including cleaning, levelling - dressing the site properly, also disposing off the surplus earth, silt, sand etc. (NSI No. 19.28)
1
-
-
Supply and installation of 5H.P. Kirloskar or equivalent make single stage, horizontal, self priming,three phase dewatering pumpset of specification Head 14/16 M, Discharge 13.6/10 LPS, solid handle size 15.5 mm, suction 80 mm, delivery 80 mm, RPM 1500 including cost of 80 mm dia G.I. pipe for suction (3M) and delivery (4.5 M). (NSI No. 19.29)
1
-
-
Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. for 3 H.P pump set single phase) (NSI No. 19.31c)
1
-
-
Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. for 5 H.P pump set three phase) (NSI No. 19.31d)
1
-
-
Supply & Installation of submersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. 3 HP outlet 50 mm dia. or more, Head 60/24, Discharge 6000/14000 LPH) (NSI No. 19.32 d)
1
-
-
Supply & fixing of steel wire rope for submersible pump including cost of labour, T&P and material required for completion of work. (NSI No. 19.34)
50
-
-
Providing and fixing SLUICE VALVE, CI 80 mm dia. WITH Wheel. ISS:780 & ISS: 2906 class - I, 'MEC' make, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (NSI No. 26.11a)
5
-
-
Providing and fixing of 200 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. (NSI No. 26.24)
20
-
-
Providing and fixing of 150 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. (NSI No. 26.25)
20
-
-
Providing and fixing soap dish chromium plated with brackets fixed to wooden cleats with brass screws including supply of all materials,labour and T&P etc.required for proper completion of the work. (NSI No. 27.19)
4
-
-
Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. (75mm dia)(NSI No. 27.29 a)
30
-
-
Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work.(90mm dia) (NSI No. 27.29 b)
30
-
-
Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. (110mm dia)(NSI No. 27.29 c)
30
-
-
S/F full way 63/65 mm dia Fire hydrant Gun Metal Gate Valve heavy quality including supply of all labour , material andT & P for proper completion of work (NSI No. 28.03)
1
-
-
P/F Male & Female coupling 63/65 mm dia. Gun metal BSI marked confirming to IS:903 heavy quality including supply of all labour , material and T & P for proper completion of work (NSI No. 28.04)
2
-
-
P/F Short Branch pipe Gun Metal BSI marked heavy quality including supply of all labour , material and T & P for proper completion of work. (NSI No.28.05)
2
-
-
P/F 63 mm dia RLL Hose Pipe heavy quality having length 15.0 m including supply of all labour , material andT & P for proper completion of work. (NSI No. 28.06)
30
-
-
P/F MS Hose Box Single Door with stand for 15 mt RRL Hose heavy quality including supply of all labour , material andT & P for proper completion of work. (NSI No. 28.07)
2
-
-
Placing of 10 KL PVC Tank over slab of 6 m staging including supply of all labour , material andT & P for proper completion of work.(NSI No.28.08)
1
-
-
Contouring of sub-station with help of leveling instrument/ total station instrument & staff including plotting of trees and structure if any including preparation of contour plan in 6 copies including marking periphery including all labour, Supervisor, instrument, T&P materials complete as per direction of Engineer I/C. (NSI No.28.11)
20000
-
-
Marking of building and foundation in new sub-station (132/220 KV) in UPPCL land as per approved layout drawing with help of Theodolite/ total station instrument and closing of Travers for main Gantry etc including cost of all labour, Supervisor, instrument, T&P materials complete as per direction of Engineer I/C. (NSI No.28.12)
1
-
-
Making borehole in all type of soil by any method required as per site conditions in accordance with IS specification No 1982-1979 and 1498-1970 and conducting standard penetration test in accordance with IS specification No 2131 – 1981 at every 1.5 M approx . or as per strata during making borehole and also collecting undisturbed and disturbed soil samples at a depth of approx. 1.5 M depth or change of strata of soil as per site requirements in each borehole in accordance with IS specification 1892-1978. (Depth of water table as detemine from borehole or from nearest waterwell ) Each Boreholes to be bored upto 15.00 depth. (NSI No.28.13)
20
-
-
Conducting plate load test near CONTROL ROOM BUILDING site at specifed depth as per IS 1980-1982 including supply of all material, labour and T&P equipment and recording of test result as per Codal requirement and submission of report.(NSI No.28.15)
1
-
-
Supply and Installation in complete respect of 2 Ton Split AC 5 star (O General, Hitachi, Daikin make ) along with 5 KVA V Guard or equivalent make stabilizers, stands, drain pipes etc including all labour and T&P and all related works as required for proper installation and running of the system complete in all respects as approved by Engineer In Charge. (NSI No.28.35 )
2
-
-
Supply and Installation in complete respect of 1.5 Ton Split AC 5 star (O General, Hitachi, Daikin make ) along with 5 KVA V Guard or equivalent make stabilizers, stands, drain pipes etc including all labour and T&P and all related works as required for proper installation and running of the system complete in all respects as approved by Engineer In Charge. (NSI No. 28.36)
12
-
-
Supply and Fixing of 3 blade wall fan of Havells platina 400 mm or equivalent including all material, T&P etc required for proper completion of work as approved by engineer in charge.(NSI No. 28.37)
10
-
-
Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havells or equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge.(NSI No. 28.38)
2
-
-
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 with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. (CSI No. 28.40)
10
-
-
Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect.(NSI No. 28.41)
30
-
-
Providing and Fixing of Executive Table with Both side Pedestal Unit of make Geeken (Geeken NUMERO-2 of size L1500 x D700 x H750 mm) of approved Specification including cost of all materials, labour and T&P etc.complete as per direction of E/I. (NSI)
5
-
-
Providing and Fixing of Revolving Office Chair with Synchronous Tilt Mechanism of make Geeken (Geeken EDGE-2) of approved Specification including cost of all materials, labour and T&P etc.complete as per direction of E/I. (NSI)
4
-
-
Providing and Fixing of Cantilever Non-Revolving & Non-Tilting Office Chair with Armrest of make Geeken (Geeken GA-5005) of approved Specification including cost of all materials, labour and T&P etc.complete as per direction of E/I. (NSI)
14
-
-
Providing and Fixing of 2 Door Steel Almirah with Shelving Cabinets of make Geeken (Geeken GMS 41) including cost of all material, labour and T&P etc. complete as per direction of E/I. (NSI)
2
-
-
Providing and Fixing of Stainless Steel Grade 304 Galvanized Shelf Rack of make Geeken (Geeken Metal shelving Rack GMS 20 of size W900 x D450 x H1800 mm) including cost of all materials, labour and T&P etc.complete as per direction of E/I. (NSI)
2
-
-
Providing and Fixing of 1 Seater Sofa with Leatherite Cover make of Geeken (Geeken QUESTO-1) including cost of all materials, labour and T&P etc. complete as per direction of E/I. (NSI)
2
-
-
Providing & Fixing of Rectangular Centre table (top size 1200 x 600 mm) of make Geeken (Geeken ZAP) of Approved Specification including cost of all materials, labour and T&P etc.complete as per direction of E/I. (NSI)
1
-
-
Providing and Fixing of Wooden Single Bed without Storage Box of make Geeken (Geeken HOSTEL 5) as per specification including cost of all material, labour and T&P etc. complete as per direction of E/I. (NSI)
2
-
-
Providing and Fixing of Spring Mattress (size 1829 x 914 mm) of make Sleepwell (Sleepwell ASTRA) complete in all respect approved by E/I. (NSI)
2
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation(All kinds of soil.) trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (DSR 2.8.1)
2200
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.1.2)
2
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.10)
120
-
-
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. (DSR 4.12)
15
-
-
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 :(1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.1.2)
360
-
-
Reinforced cement concrete work in beams, suspended floors, roofs & coloumn 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 five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 5.3)
30
-
-
Reinforced cement concrete work in chimneys, shafts, pedestal,retaining wall 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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 5.6)
450
-
-
Centering and shuttering including strutting, propping etc. and removal of form for(Foundations, footings, bases of columns, etc. for mass concrete) (DSR 5.9.1)
2500
-
-
Centering and shuttering including strutting, propping etc. and removal of form for(Suspended floors, roofs, landings, balconies and access platform) (DSR 5.9.3)
50
-
-
Centering and shuttering including strutting, propping etc. and removal of form for(Lintels, beams, plinth beams, girders, bressumers and cantilevers,) (DSR 5.9.5)
600
-
-
Centering and shuttering including strutting, propping etc. and removal of form for(Columns, Pillars, Piers, Abutments, Posts and Struts) (DSR 5.9.6)
1000
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (Thermo-Mechanically Treated bars of grade Fe-500D or more.) (DSR 5.22.6)
65500
-
-
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (DSR 5.30)
1750
-
-
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)
4
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :(Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.4.1)
4
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :(Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2)
240
-
-
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 including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.21.1)
2
-
-
Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using 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 62X19 mm) (DSR 9.51.1)
2
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR 10.2)
2000
-
-
12 mm cement plaster of mix :(1:4 (1 cement: 4 coarse sand) (DSR 13.4.1)
3600
-
-
12 mm cement plaster of mix :(1:6 (1 cement: 6 coarse sand) (DSR 13.4.2)
120
-
-
15 mm cement plaster on rough side of single or half brick wall of mix:(1:6 (1 cement: 6 coarse sand) (DSR 13.5.2)
1200
-
-
6 mm cement plaster of mix :(1:3 (1 cement : 3 fine sand) (DSR 13.16.1)
85
-
-
Neat cement punning. (DSR 13.18)
15
-
-
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :(New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre) (DSR 13.41.1)
50
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:(New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR 13.47.1)
3850
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture) (DSR 13.62.1)
85
-
-
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)
3850
-
-
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) (DSR 16.53)
600
-
-
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required..Group C (DSR E&M 2022 1.10.3) (DSR 27.01)
10
-
-
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet (DSR E&M 2022 1.24.4) (DSR 27.02)
1
-
-
Supplying and fixing of 20 mm of medium class PVC conduit along with accessories in surface/recess including junction box, cutting the wall and making good the same in case of recessed conduit as required. (DSR E&M 2022 1.21.1) (DSR 27.03)
5
-
-
Supplying and fixing of 25 mm of medium class PVC conduit along with accessories in surface/recess including junction box,cutting the wall and making good the same in case of recessed conduit as required.(DSR E&M 2022 1.21.2) (DSR 27.04)
5
-
-
Wiring for circuit/ submain wiring with 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(DSR E&M 2022 1.14.2) (DSR 27.05)
20
-
-
Wiring for circuit/ submain wiring with 2 X 4 sq. mm + 1 X 4 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(DSR E&M 2022 1.14.3) (DSR 27.06)
20
-
-
Wiring for circuit/ submain wiring with2 X 6 sq. mm + 1 X 6 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (DSR E&M 2022 1.14.4) (DSR 27.07)
10
-
-
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 E&M 2022 5.6) (DSR 27.08)
1
-
-
Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.(DSR E&M 2022 5.12) (DSR 27.09)
5
-
-
Supplying and fixing 5 amps to 32 amps rating,Single pole, 240/415 volts, "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. (DSR E&M 2022 2.10.1) (DSR 27.10)
5
-
-
Supplying and fixing 63 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.(DSR E&M 2022 2.12.2) (DSR 27.11)
1
-
-
Supplying and fixing 40 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR E&M 2022 2.12.1) (DSR 27.12)
1
-
-
Supplying and fixing 4 way (4 + 12), Double door, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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 E&M 2022 2.4.1) (DSR 27.13)
1
-
-
Supplying and fixing of 4 way (4 + 12), Double door surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)(DSR E&M 2022 2.5.1) (DSR 27.14)
1
-
-
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.(DSR E&M 2022 1.12) (DSR 27.15)
10
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (75mmX75mm)(DSR E&M 2022 1.27.1) (DSR 27.16)
1
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 3 Module (100mmX75mm)(DSR E&M 2022 1.27.2) (DSR 27.17)
1
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 4 Module (125mmX75mm)(DSR E&M 2022 1.27.3) (DSR 27.18)
1
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 6 Module (200mmX75mm)(DSR E&M 2022 1.27.4) (DSR 27.19)
1
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 8 Module (125mmX125mm)(DSR E&M 2022 1.27.5) (DSR 27.20)
1
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 12 Module (200mmX150mm)(DSR E&M 2022 1.27.6) (DSR 27.21)
1
-
-
2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (NSI 12.28)
20
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation(All kinds of soil.) trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (DSR 2.8.1)
400
-
-
Excavating, supplying, stacking and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (DSR 2.25 A)
1200
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(DSR 2.27)
600
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.1.2)
3
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8)
120
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.10)
45
-
-
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 five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 5.3)
8
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (Thermo-Mechanically Treated bars of grade Fe-500D or more.) (DSR 5.22.6)
14000
-
-
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)
510
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :(Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2)
2
-
-
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (DSR 11.2)
1200
-
-
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.(75 mm diameter) (DSR 12.41.1)
50
-
-
12 mm cement plaster of mix :(1:4 (1 cement: 4 coarse sand) (DSR 13.4.1)
1000
-
-
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)
1200
-
-
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (DSR 16.75)
210
-
-
Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. (DSR 16.76)
210
-
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete(600 mm dia RCC pipes.) (DSR 19.35.2)
10
-
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete(900 mm dia RCC pipes.) (DSR 19.35.3)
10
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation(All kinds of soil.) trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (DSR 2.8.1)
120
-
-
Excavating, supplying, stacking and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (DSR 2.25 A)
7200
-
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(DSR 2.27)
15
-
-
Surface dressing(All kinds of soil) of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m (DSR 2.28.1)
5000
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.1.2)
20
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8)
25
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.10)
20
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :(Foundations, footings, bases for columns) (DSR 4.3.1)
200
-
-
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. (DSR 4.12)
80
-
-
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 :(1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.1.2)
50
-
-
Reinforced cement concrete work in beams, suspended floors,coloumns , 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 five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 5.3)
55
-
-
Reinforced cement concrete work in shafts,pedestal cup to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 5.6)
16
-
-
Centering and shuttering including strutting, propping etc. and removal of form for(Foundations, footings, bases of columns, etc. for mass concrete) (DSR 5.9.1)
100
-
-
Centering and shuttering including strutting, propping etc. and removal of form for(Suspended floors, roofs, landings, balconies and access platform) (DSR 5.9.3)
300
-
-
Centering and shuttering including strutting, propping etc. and removal of form for(Lintels, beams, plinth beams, girders, chhaja ,bressumers and cantilevers) (DSR 5.9.5)
300
-
-
Centering and shuttering including strutting, propping etc. and removal of form for(Columns, Pillars, Piers, Abutments, Posts and Struts) (DSR 5.9.6)
300
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (Thermo-Mechanically Treated bars of grade Fe-500D or more.) (DSR 5.22.6)
10000
-
-
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (DSR 5.30)
300
-
-
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)
10
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :(Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2)
70
-
-
Providing and fixing Ist 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. (DSR 8.31)
60
-
-
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Kiln seasoned selected planks of sheesham wood 35mm thick (DSR 9.9.3.2)
30
-
-
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 including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.21.1)
40
-
-
Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using 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 62X19 mm) (DSR 9.51.1)
30
-
-
Providing and fixing ISI marked aluminium butt hinges 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:(125x75x4 mm) (DSR 9.95.1)
50
-
-
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 :(300x16 mm) (DSR 9.96.1)
40
-
-
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 :(300x10 mm) (DSR 9.97.1)
20
-
-
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :(125mm) (DSR 9.100.1)
15
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR 10.2)
2000
-
-
Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. (DSR 10.17)
10
-
-
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DSR 10.18)
10
-
-
Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.(Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides) (DSR 10.29.2)
5
-
-
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (DSR 11.2)
210
-
-
Providing and fixing glass strips in joints of terrazo/ cement concrete floors.(40 mm wide and 4 mm thick) (DSR 11.13.1)
300
-
-
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pointing the joints with white cement and matching pigment etc., complete. (DSR 11.37)
20
-
-
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.(75 mm diameter) (DSR 12.41.1)
30
-
-
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.(110 mm diameter) (DSR 12.41.2)
30
-
-
12 mm cement plaster of mix :(1:4 (1 cement: 4 coarse sand) (DSR 13.4.1)
100
-
-
12 mm cement plaster of mix :(1:6 (1 cement: 6 coarse sand) (DSR 13.4.2)
1000
-
-
15 mm cement plaster on rough side of single or half brick wall of mix:(1:6 (1 cement: 6 coarse sand) (DSR 13.5.2)
900
-
-
6 mm cement plaster of mix :(1:3 (1 cement : 3 fine sand) (DSR 13.16.1)
100
-
-
Neat cement punning. (DSR 13.18)
100
-
-
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :(New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre) (DSR 13.41.1)
800
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:(New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR 13.47.1)
1000
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture) (DSR 13.62.1)
150
-
-
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)
2000
-
-
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)
250
-
-
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (DSR 16.75)
30
-
-
Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. (DSR 16.76)
30
-
-
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)
3
-
-
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 Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps) (DSR 17.7.3)
3
-
-
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. (DSR 17.8)
3
-
-
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 :(510x1040 mm bowl depth 250 mm) (DSR 17.10.1.1)
3
-
-
Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.((a) 15 mm nominal dia) (DSR 17.22B)
3
-
-
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.(Flexible pipe 32mm dia) (DSR 17.28.2.1)
10
-
-
Providing and fixing 100 mm sand cast Iron grating for gully trap. (DSR 17.29)
10
-
-
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)
3
-
-
Providing and fixing soil, waste and vent pipes :(100 mm dia) Sand cast iron S&S pipe as per IS: 1729 (DSR 17.35.1.1)
20
-
-
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.(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) (DSR 17.73.2)
3
-
-
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.(15 mm nominal dia Pipes) (DSR 18.7.1)
50
-
-
Same as above item no. DSR 18.7.1 but for 20 mm nominal dia Pipes (DSR 18.7.2)
50
-
-
Same as above item no. DSR 18.7.1 but for 25 mm nominal dia Pipes (DSR 18.7.3)
50
-
-
Same as above item no. DSR 18.7.1 but for 32 mm nominal dia Pipes (DSR 18.7.4)
40
-
-
Same as above item no. DSR 18.7.1 but for 40 mm nominal dia Pipes (DSR 18.7.5)
30
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(15 mm dia nominal bore) (DSR 18.12.1)
40
-
-
Same as above item no. DSR 18.12.1 but for 20 mm dia nominal bore (DSR 18.12.2)
40
-
-
Same as above item no. DSR 18.12.1 but for 25 mm dia nominal bore (DSR 18.12.3)
30
-
-
Same as above item no. DSR 18.12.1 but for 32 mm dia nominal bore (DSR 18.12.4)
30
-
-
Same as above item no. DSR 18.12.1 but for 40 mm dia nominal bore (DSR 18.12.5)
30
-
-
Same as above item no. DSR 18.12.1 but for 50 mm dia nominal bore (DSR 18.12.6)
20
-
-
Same as above item no. DSR 18.12.1 but for 65 mm dia nominal bore (DSR 18.12.7)
20
-
-
Same as above item no. DSR 18.12.1 but for 80 mm dia nominal bore (DSR 18.12.8)
20
-
-
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 nominal bore) (DSR 18.13.1)
6
-
-
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 :(50 to 80 mm nominal bore) (DSR 18.13.2)
3
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :(25 mm nominal bore) (DSR 18.17.1)
10
-
-
Same as above item no. DSR 18.17.1 but for 20 mm nominal bore (DSR 18.17.1A)
8
-
-
Same as above item no. DSR 18.17.1 but for 32 mm nominal bore (DSR 18.17.2)
8
-
-
Same as above item no. DSR 18.17.1 but for 40 mm nominal bore (DSR 18.17.3)
7
-
-
Same as above item no. DSR 18.17.1 but for 50 mm nominal bore (DSR 18.17.4)
7
-
-
Same as above item no. DSR 18.17.1 but for 65 mm nominal bore (DSR 18.17.5)
7
-
-
Same as above item no. DSR 18.17.1 but for 80 mm nominal bore (DSR 18.17.6)
5
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :(25 mm nominal bore) (DSR 18.18.3)
3
-
-
Providing and fixing uplasticised PVC connection pipe with brass unions :(45 cm length,15 mm nominal bore) (DSR 18.21.2.1)
10
-
-
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :(100 mm diameter) (DSR 18.22.1)
3
-
-
Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. (DSR 18.44)
20
-
-
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 (DSR 18.48)
1500
-
-
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :(15 mm nominal bore) (DSR 18.49.1)
10
-
-
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.(15 mm nominal bore) (DSR 18.52.1)
10
-
-
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931(15 mm nominal bore) (DSR 18.53.1)
10
-
-
Providing and fixing PTMT pillar cock of approved quality and colour.(15 mm nominal bore, 107 mm long, weighing not less than 110 gms) (DSR 18.56.1)
3
-
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.(With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 ) (DSR 19.32.1)
2
-
-
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-in-charge, upto 90 metre depth below ground level.(All types of soil,300 mmm dia ) (DSR 23.1.1.1)
90
-
-
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-in-charge, beyond 90 metre depth below ground level.(All types of soil,300 mmm dia ) (DSR 23.2.1.1)
30
-
-
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (DSR 23.8)
15
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge(100 mm nominal size dia) (DSR 23.11.1)
80
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge(150 mm nominal size dia) (DSR 23.11.2)
40
-
-
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. (DSR 23.12)
30
-
-
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).(100 mm dia) (DSR 23.15.1)
1
-
-
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required..Group C (DSR E&M 2022 1.10.3) (DSR 27.01)
45
-
-
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet (DSR E&M 2022 1.24.4) (DSR 27.02)
15
-
-
Supplying and fixing of 20 mm of medium class PVC conduit along with accessories in surface/recess including junction box, cutting the wall and making good the same in case of recessed conduit as required. (DSR E&M 2022 1.21.1) (DSR 27.03)
30
-
-
Supplying and fixing of 25 mm of medium class PVC conduit along with accessories in surface/recess including junction box,cutting the wall and making good the same in case of recessed conduit as required.(DSR E&M 2022 1.21.2) (DSR 27.04)
30
-
-
Wiring for circuit/ submain wiring with 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(DSR E&M 2022 1.14.2) (DSR 27.05)
250
-
-
Wiring for circuit/ submain wiring with 2 X 4 sq. mm + 1 X 4 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(DSR E&M 2022 1.14.3) (DSR 27.06)
250
-
-
Wiring for circuit/ submain wiring with2 X 6 sq. mm + 1 X 6 sq. mm earth wire of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. (DSR E&M 2022 1.14.4) (DSR 27.07)
50
-
-
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 E&M 2022 5.6) (DSR 27.08)
1
-
-
Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.(DSR E&M 2022 5.12) (DSR 27.09)
20
-
-
Supplying and fixing 5 amps to 32 amps rating,Single pole, 240/415 volts, "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. (DSR E&M 2022 2.10.1) (DSR 27.10)
20
-
-
Supplying and fixing 63 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.(DSR E&M 2022 2.12.2) (DSR 27.11)
2
-
-
Supplying and fixing 40 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR E&M 2022 2.12.1) (DSR 27.12)
4
-
-
Supplying and fixing 4 way (4 + 12), Double door, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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 E&M 2022 2.4.1) (DSR 27.13)
2
-
-
Supplying and fixing of 4 way (4 + 12), Double door surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)(DSR E&M 2022 2.5.1) (DSR 27.14)
2
-
-
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.(DSR E&M 2022 1.12) (DSR 27.15)
3
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (75mmX75mm)(DSR E&M 2022 1.27.1) (DSR 27.16)
3
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 3 Module (100mmX75mm)(DSR E&M 2022 1.27.2) (DSR 27.17)
3
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 4 Module (125mmX75mm)(DSR E&M 2022 1.27.3) (DSR 27.18)
3
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 6 Module (200mmX75mm)(DSR E&M 2022 1.27.4) (DSR 27.19)
3
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 8 Module (125mmX125mm)(DSR E&M 2022 1.27.5) (DSR 27.20)
3
-
-
Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 12 Module (200mmX150mm)(DSR E&M 2022 1.27.6) (DSR 27.21)
3
-
-
Supplying & fixing 24 gauge annodized aluminium sheet of approved quality including cutting, wastage and fixing the same over the wooden door shutters with nails with all material, labour and T&P. (NSI No. 8.60)
10
-
-
2.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (NSI No. 12.26)
200
-
-
As in NSI No. 12.26 above but 4.0 cm thick floor in 1:1.5:3 concrete with out base concrete. (NSI No. 12.28)
80
-
-
Pre-Construction anti-termite treatment, by creating a barrier under and around the columns pits, foundation trenches, under floors, junctions of Walls & floors, around the external perimetre of building, expansion joints, surrounding of pipes and conduits etc. (Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981))with Eldrine emulsifiable 0.2% concentration or any other approved material such as Heptachlore or chlordance will be used. The consumption of emulsion shall be (i) Foundation and masonary @ 5 Ltrs/Sqm, (ii) Back fills in immediate contact of foundation@ 7.5 Ltrs. / Sqm, (iii) Top surface of Plinth filling @ 5 Ltrs / Sqm, ( iv) Junction of walls & floors @ 7.5 Ltrs / Sqm, (v) Soil along external perimetre of building @ 7.5 Ltrs / Sqm (vi) under apron of the building @ 5 Ltrs. /Sqm. The rates includes cost of all materials, labour, equipments, T&P complete. (NSI No. 17.01)
20
-
-
Providing and fixing MS reducer for making tubewell assembly , including cost of all labour, materials and T&P required for assembly making and proper completion of work. (150x100mm) (NSI No. 19.15a)
2
-
-
Supply and fixing of MS ring of heavy quality including cost of all materials, labour and T&P etc required for proper completion of work. (100mm dia) (NSI No. 19.16f)
2
-
-
Supply and fixing of M.S. bail plug of heavy quality including all labour material & T&P. ( 100mm dia) (NSI No. 19.17a)
1
-
-
Supply and fixing of MS top plug of heavy quality including all labour material & T&P. (150mm dia) (NSI 19.18e)
1
-
-
Lowering of M.S. column pipe in tubewell including supply of nuts, and bolts, packing and also carriage of pipe from workshop to site including all labour, T&P etc. required for proper completion of the work. 80/65/50/40/32 mm dia. ) (NSI No. 19.27 a)
30
-
-
Transportation and installation of tube well drilling Rig m/c, compressure for development and other required equipments and accessories at site of work and dismentlling & taking them back after successful completion of the work including cleaning, levelling - dressing the site properly, also disposing off the surplus earth, silt, sand etc. (NSI No. 19.28)
1
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Supply & installation of electrical control panel of L&T / Havells or equivalent make for submersible pump / pumpset containing contractor relay condenser. for 2 H.P pump set single phase) (NSI No. 19.31b)
1
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Supply & Installation of submersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. 2 HP outlet 50 mm dia. or more, Head 60/24, Discharge 6000/14000 LPH) (NSI No. 19.32c)
1
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Supply & fixing of steel wire rope for submersible pump including cost of labour, T&P and material required for completion of work. (NSI No. 19.34)
50
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Providing and fixing SLUICE VALVE, CI 80 mm dia. WITH Wheel. ISS:780 & ISS: 2906 class - I, 'MEC' make, ISI mark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (NSI No. 26.11a)
2
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Providing and fixing of 200 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. (NSI No. 26.24)
20
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Providing and fixing of 150 mm dia PVC pipe of 6 Kg/sqcm with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. (NSI No. 26.25)
20
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Providing and fixing soap dish chromium plated with brackets fixed to wooden cleats with brass screws including supply of all materials,labour and T&P etc.required for proper completion of the work. (NSI No. 27.19)
3
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Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. (75mm dia)(NSI No. 27.29 a)
15
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Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work.(90mm dia) (NSI No. 27.29 b)
15
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Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. (110mm dia)(NSI No. 27.29 c)
10
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Supply and Fixing of 3 blade wall fan of Havells platina 400 mm or equivalent including all material, T&P etc required for proper completion of work as approved by engineer in charge.(NSI No. 28.37)
10
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Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havells or equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge.(NSI No. 28.38)
3
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Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect.(NSI No. 28.41)
40
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Seal of Company
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