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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date10 Sep 2024
Closing Date18 Sep 2024
Tender Amount₹ 1,30,80,000
Costs
EMD
₹ 8,54,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEALG_954325_2Bid Award Id
ViewTender No
3936/Cashier(PDK)-A.C./24-25 Dt 22-08-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Anti-Termite Treatment of the bottom and sides of excavation @ 7.5 litres/sqm of surface area with chemical emulsion with chlorpyriphos/ Lindane E.C. 20% with 1% concentration As per PWD Chapter-8, Item-2
163.25
57137
350
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Plinth Beam excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item as per PWD CH-05 REF. DAR-5.1.2
68.58
562356
8200
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Plinth Beam excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item as per PWD CH-05 REF. DAR-5.1.2
15.37
126034
8200
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) (Column) as per PWD Ch-05 Ref. DAR 5.2.2
40.36
371312
9200
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Lintel excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item as per PWD Ch-05 Ref. DAR 5.3
11.49
105708
9200
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Projection excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item PWD Ch-05 Ref. DAR 5.3
11.41
104972
9200
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Beam excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item PWD Ch-05 Ref. DAR 5.3
66.7
613640
9200
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Slab excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item PWD Ch-05 Ref. DAR 5.3
62.21
572332
9200
P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks.
435.26
3416791
7850
Class-100 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. As per PWD-6.1.2
17.5
92750
5300
Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) (230mm wall) as per pwd-6.4.2
171.94
1014446
5900
Same as in item no. 14but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. As per PWD+6.4.1
49.61
302621
6100
Mild steel or iron work of small sizes and sections such as hold fast etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. As per PWD-10.1
529.2
52920
100
Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. As per PWD-10.1
759.6
75960
100
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. (Using M.S. angels 40x40x6 mm for diagonal braces) as per PWD10.5.1
4.2
17640
4200
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: as per pwd-470
63.63
114534
1800
Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- in-Charge. as per DSR 9.119
118.8
42174
355
Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. as per DSR 9.120
37.8
86940
2300
Structural steel work Z-Section in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. As per PWD-10.2
3404
374440
110
Structural steel work Grill in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. As per PWD-10.2
2723.58
340447
125
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with (4.0mm thick float glass) As per PWD10.30.1
137
100010
730
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. As per DSR10.3
5.67
47061
8300
Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. As per DSR 9.50
2.63
3133
1190
Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 35 mm thick shutters Kiln seasoned and chemically treated hollock wood As per DSR-9.27.1.1.2
21.42
56120
2620
Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. (Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides) As per DSR 10.29.1
133.74
70882
530
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 :250x16mm As per PWD 9.96.2
54
10152
188
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 :250x16mm As per DSR 9.97.2
96
9600
100
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 As per DSR 9.97.2
68
5100
75
12mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. (Interior Side) As per PWD Ch-13 Ref. DAR 13.4.2
1385.9
235603
170
12mm Cement plaster with cement mortar in proportion of 1:6 cement & coarse sand of single coat for interior plastering including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. (eXterior Side) As per PWD Ch-13 Ref. DAR 13.4.2
1601.37
312267
195
Supply & filling of cinder in sunken portion of building including breaking into required sizes including supply of all material, labour, T&P required for proper completion of work. As per PWD Lakhimpur 2020 CH-23 ARIV
12.3
24600
2000
Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:
Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.
IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.
IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.
IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). As per DSR 22.3
56.61
31701
560
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. As per pwd-11.37A
331.94
232358
700
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. As per pwd-11.37A
71.24
71240
1000
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (40mm) As per PWD-11.3.1
128.71
57533
447
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. As per DSR-11.6
22.08
10598
480
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) As per PWD-11.26.1
100.66
132871
1320
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. (Kajaria. Somany or Equivalent) As per PWD-11.47.2
345.85
622530
1800
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.. (Size of Tile 600x600 mm)(Kajaria. Somany or Equivalent) As per PWD-11.47.2
48.64
87552
1800
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab colour black, Cherry/Ruby red As per DSR 8.2.2.2
8.43
31511
3738
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in- charge.
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300×300 mm square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer- in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65mm.
With average thickness of 120 mm and minimum thickness at khurra as 65 mm As per PWD-Chapter-9-22.7.1.)
160.4
168420
1050
Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete. As per PWD 13.80
3551.4
266355
75
One priming coat & one coat oil distemper on new work including supply of material, labour T&P etc. required for proper completion of the work. (Two Coat) As per PWD 649+650
1896.06
170645
90
Finishing walls with Primium Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)(Apex, Ultima, Weather Coat, All guard) Asian, Berger. As per PWD Ch-15 Ref. DAR 13.47.1
1568.61
219605
140
Painting or vernishing on iron work in small areas of new work with one coat of rady mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic vernish, including supply of all materials, labour and T&P etc. required for proper completion of work. As per PWD-641+642
296.21
33471
113
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). As per PWD10.28
1022.56
388572
380
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, 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. As per 17.1.1 D.S.R. 2023
16
78720
4920
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap As per 17.7.4 D.S.R. 2023
8
10944
1368
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 As per 17.10.1.1 D.S.R. 2023
2
10100
5050
Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. As per 8.5 D.S.R. 2023
8
5680
710
Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. (32 mm dia Flexible pipe) As per 17.28.2.1 D.S.R. 2023
8
696
87
Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 40 mm dia Flexible pipe As per 17.28.2.2 D.S.R. 2023
8
696
87
Providing and fixing soil, waste and vent pipes : Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 - 75 mm O.D. As per D.S.R. 2023(i)
60
51600
860
Providing and fixing soil, waste and vent pipes : Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 - 110 mm As per D.S.R. 2023(ii)
55
47245
859
Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (75 mm) As per 12.43.1 D.S.R. 2023
50
13450
269
Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (110 mm) As per 12.43.2 D.S.R. 2023
40
10760
269
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 75 mm O.D. As per 17.36.1 D.S.R. 2023
8
960
120
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 100 mm O.D. As per 17.36.2 D.S.R. 2023
8
1136
142
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 75 mm As per 17.37.2 D.S.R. 2023
16
4192
262
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :100 mm as per 17.37.1 D.S.R. 2023
16
4224
264
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. -75 mm Shoe As per 12.42.6.1 D.S.R. 2023
16
1072
67
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.-110 mm Shoe As per 12.42.6.2 D.S.R. 2023
16
1536
96
Providing and fixing plain bend of required degree. Sand cast iron S&S as per IS - 3989-75 mm size as per 17.39.2.2 D.S.R. 2023
8
2240
280
Providing and fixing plain bend of required degree. Sand cast iron S&S as per IS - 3989-110 mm size 17.39.1.2 D.S.R. 2023
8
3320
415
Providing and fixing heel rest sanitary bend Sand cast iron S&S as per IS - 3989-75 mm size As per 17.40.2.2-D.S.R. 2023
8
2880
360
Providing and fixing heel rest sanitary bend Sand cast iron S&S as per IS - 3989-110 mm size As per 17.40.1.2-D.S.R. 2023
8
3160
395
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. Sand cast iron S&S as per IS - 3989-75 mm size as per 17.38.2.2 D.S.R. 2023
8
3040
380
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. Sand cast iron S&S as per IS - 3989-110 mm size as per 17.38.1.2 D.S.R. 2023
8
4080
510
Providing and fixing terminal guard : Sand cast iron S&S as per IS - 3989-75 mm as per 17.56.2.2 D.S.R. 2023
16
4640
290
Providing and fixing terminal guard : Sand cast iron S&S as per IS - 3989-110 mm as per 17.56.1.2 D.S.R. 2023
16
5888
368
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors as per 17.60.1.2
16
19536
1221
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall - 15 mm nominal outer dia pipes. As per 18.10.1 D.S.R. 2023
60
15840
264
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall - 20 mm nominal outer dia pipes. As per 18.10.2 D.S.R. 2023
80
25440
318
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall -20 mm nominal outer dia Pipes as per 18.7.2-D.S.R. 2023
60
14520
242
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall -25 mm nominal outer dia Pipes as per 18.7.3-D.S.R. 2023
48
14016
292
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. - 15 mm nominal outer dia pipes as per 18.8.1-D.S.R. 2023
70
25200
360
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. - 20 mm nominal outer dia pipes as per 18.8.2-D.S.R. 2023
80
31200
390
Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) - 25 mm dia, nominal bore As per 18.17.1-D.S.R. 2023
16
7248
453
Providing and fixing uplasticised PVC connection pipe with brass unions :-15 mm nominal bore as per 18.21.2.1-D.S.R. 2023
32
2272
71
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls)-15 mm nominal outer dia pipes as per 18.38.1-D.S.R. 2023
60
846
14.1
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work (internal work -exposed on walls)-20 mm nominal outer dia pipes as per 18.38.2-D.S.R. 2023
80
1352
16.9
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore As per 18.18.2-D.S.R. 2023
8
2680
335
Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work)-15mm nominal bore As per 18.46.1-D.S.R. 2023
12
2760
230
Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work)- 20mm nominal bore As per 18.46.2-D.S.R. 2023
12
3012
251
Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931-15mm nominal bore 18.49.1-D.S.R. 2023
16
5904
369
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.-15mm nominal bore As per 18.51.1-D.S.R. 2023
34
19754
581
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. - 15 mm nominal bore as per 18.53.1-D.S.R. 2023
32
13376
418
Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. as per 2.10.1.2-D.S.R. 2023
100
25500
255
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :-100 mm O.D. as per 19.6.1-D.S.R. 2023
20
7380
369
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :-150 mm O.D. as per 19.6.2-D.S.R. 2023
80
32400
405
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : -110/100 mm diameter pipe as per 19.2.1-D.S.R. 2023
5
3510
702
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : -160/150 mm diameter pipe as per 19.2.2-D.S.R. 2023
40
34600
865
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 180x150 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 As per 19.4.3.1-DSR 2023
5
10200
2040
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design :- Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 as per 19.7.1.1-D.S.R. 2023
4
37180
9295
Extra over Item No. 24.27 for every additional depth of 0.10 metre or part there of main hole.- (a) Size 900 x 800 mm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 As per 19.8.1.1-D.S.R. 2023
2
12852
6426
Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. -Capcity in Per Liters As per 18.48-D.S.R. 2023
4000
32000
8
Laying of I shaped precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50Kg.) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. Including VAT - 80 mm (Rubber moulded Gray) as per Item No. 16.68
10.4
8673
834
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
1.04
3120
3000
Supply & Febrication of M. S. Steps as per (PWD502)
24.7
2025
82
500 mm diameter C.I. cover (medium duty) the cover to be not less than 58 kg (dsr19.18.2)
2
5000
2500
C.I. Single equal plaing junction (DSR 17.44.1.2)
2
1180
590
2 HP summercible pump with 100 mm dia CPVC vore with 50 mm dia GIS inlet and outlet including all complete
1
185000
185000
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)
1
19550
19550
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