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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date26 Jul 2023
Closing Date2 Aug 2023
Tender Amount₹ 1,68,00,000
Costs
EMD
₹ 10,40,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEUCZ_824241_1Bid Award Id
ViewTender No
3159/352C/E.TENDER/STP-LMP/23 Dt. 20.07.2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
Providing and laying in Cement concrete 4:2:1 of not less than strength of M150 as stone ballast (20 mm nominal size ) 2 approved coarse sand: 1 cement including supply of all materials labour tools and plants etc. required for proper completion of the work and curing complete including cost of form working foundation and floor. As per SOR Item No 4.1.3
194
1387682
7153
RCC work with cement approved coarse sand and 2 cm gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of door and windows, excluding s/o reinforcement and its bending but including its fixing and bonding the same with 24 B.W.G.G.I. binding wire and including necessary centring and shuttering etc. and also including s/o all materials required for proper completion of the work. Strength of the concrete shall not be less than M-200. As per SOR Item No 4.2.2
123
993225
8075
As in item 283 above but R.C.C. coulumns/ slabs in 1:1.5:3: having strength As per SOR Item No 4.2.2
170
1372750
8075
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel and its wastage, and over lapping and hooks As per SOR Item No PWD 504
276
2061444
7469
Providing and injecting chemical emulsion for Preconstructional antitermite treatment and creating a chemical barrier under and alround the column pitwall trenches basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints, surroundings of pipes and conduit etc. complete (Plinth area of the building at ground floor only shall be measuredas per IS 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such as choropyriphos or Heptrrachlor or chlordance will be used \. The rate of application of chemical emulsion shall be as follows:
Treatment for Masonarry & foundation 5 liters per Sqm
Back fill in immediate contact with foundation 7.5 liters per Sqm
Treatment for top surface of Plinth filling 5 litres per Sqm
Treatment of junctions of walls and the floors 7.5 litres per Sqm
Treatment of soil along External perimeter of building 7.5 litres per Sqm
Treatment of soil under Apron along External perimeter 5 litres per Sqm
As per PWD As per Chap. 7
288
58464
203
Class-150 Brick work in 1:6 cement and coarse sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material labour and tools and plants etc. required for proper completion of the work. As per SOR Item No 6.1.2
31
182435
5885
Class-150 Brick in 1:6 cement and coarse sand superstructure including supply of all material labour and tools and plants etc required for proper completion work for one brick wall thickness. As per SOR Item No 6.4.2
172
1134340
6595
12 mm thick cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers and/ or rounded angles not exceeding 80mm in girth and finished even and smooth with cement mortar in proporation of 1:4 cement and coarse sand of F.M. 1.25 inner side As per PWD 13.4.1
1475
274350
186
15 mm thick cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers and/ or rounded angles not exceeding 80mm in girth and finished even and smooth with cement mortar in proporation of 1:4 cement and fine sand of F.M. 1.25 OUTER As per SOR PWD 13.5.1
1475
321550
218
Providing and sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead upto 50m. and lift upto 1.5m. including cost of sand As per SOR Chapter-1 SR- No 6
322
218638
679
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 DSR 8.31
198
178596
902
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 @ 3.3 kg/
sqm including grouting the joint with white cement & matching pigments etc. complete.11.46.2 Size of Tile 600x600 mm As per DSR 11.46.2
751
848630
1130
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.
Fixing with 15 x 3 mm lugs 10 cm long embedded in cement concrete block 15 x 10 x 10 cm C.C. 1:3:6 (1 Cement : 3 Coarse sand : 6 graded stone aggregate 20 mm nominal size) As per DSR 10.31
1366
125672
92
Openble @ 1.33 kg/m
83
7221
87
Fixing panes of glass with and including Atul or equivalent ISI mark quility putty and brads and spring including supply of all materials labour and tools & plants etc. required for proper completion of te work as Per DSR 10.31.1
30
26250
875
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of upvc coated construction with frame of Iron and well matched commercial veneering with vertical grains or cross bands and face veneers on both faces of shutters: As per DSR 9.21.1
86
120400
1400
Applying priming coat over new steel and other metal surface up to 10 cm in width ot girth or small article not exceeding 0.10 Sqm. Area after and including preparing the surface by thoruhtly cleaning oil, grease, dirt and other foreign matter and scoured with wire brushed fine steel wood scrapper sand preparing and noating including cost of all material, labour, T& P. etc. required for proper completion of the work. As per PWD 641+642
17
816
48
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. As PER DSR 13.80
3469
267113
77
Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) As per PWD SOR 13.47.1
on existing cement paint surface
1475
171100
116
Wall painting with premium acrylic emulsion paint of interior grade,having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. As per PWD SOR 13.83.2
737
89177
121
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 kglsqm 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 applymg a second coat of cement slurry using 2, 7 5 kg/ sqm of cement admixed wrth water proofing compound conforming to IS 2645 and approved by Eng•neer-in-charge. (d) Finishing the surface with 20 mm th1ck jolntless 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 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. AS per PWD SOR 22.7.1
336
375312
1117
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window si lls, facias and similar locations of requi red size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1cement : 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 ali levels. Granite of any colour and shade. As per PWD SOR 8.2.2
42
215082
5121
Granite mounlding As per PWD SOR 8.3.2
72
18792
261
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber I neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-on-charge (Cost of alumtnium snap beading shall be paid tn basic item):With float glass panes of 8 mm thickness (weoght not less than 20 kglsqm) As per PWD SOR 21.3.3
209
237006
1134
1.85 Metre High Boundary Wall. As per PWD analysis
120
943080
7859
3.60 Metre wide Iron Gate with Pillars. As per PWD Analysis
1
11000
11000
CONSTRUCTION OF BRICK DRAIN OF 300 x 300 MM. As per PWD Analysis
149
347617
2333
SANITIARY FIXTURE & ACCESSORIES- 1
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm 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 580mmx440mm with integral type foot rests (As per SOR 17.1.1)
8
24760
3095
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required. W.C. pan with ISI marked black solid plastic seat and lid. (As per SOR 17.3.2 )
8
87480
10935
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 600mmx480mm with single 15 mm C.P. brass pillar tap (As per SOR 17.7.2)
32
99360
3105
Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :. 17.5.2 Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern For gents (As per SOR 17.5.2)
4
34520
8630
Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern For ladies (As per SOR 17.5.1)
2
24400
12200
Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe white P.V.C. automatic flushing cistern with fittings standard size G.l.flush pipe for back and front flush with standard spreader pipe with fittings G.l. clamps and CP. brass coupling complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required. Single squatting Plate with 5 liter P.V.C. automatic flushing cistern (As per SOR 17.6.1)
4
20352
5088
Providing & fixing flexible P.V.C. waste pipe for sink, wash basin & urinal basin including PVC waste fittings complete
a) 32mm dia SOR 17.28.1.1
As per SOR 17.28.1
9
954
106
SOIL WASTE & VENT PIPES AND FITTINGS - II
Providing and fixing soil, waste and vent pipes 100 mm dia. centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 (As per SOR 17.35.1.2)
120
103440
862
Providing and fixing soil, waste and vent pipes 75 mm dia. centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 (As per SOR 17.35.2.2)
140
94080
672
Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter. 100 mm (As per SOR 17.58.1)
80
27040
338
Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 75mm (As per SOR 17.58.2)
150
43350
289
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. 100 mm inlet and 75 mm outlet Sand cast iron S&S as per IS - 3989 (As per SOR 17.60.2.1)
32
24576
768
Providing and fixing 600mmX450mm 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.
8
8264
1033
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 10cmx10cmx10cm 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. : For 75mm (As per SOR 17.37.2)
16
3856
241
Providing and fixing 100mm sand cast Iron grating for gully trap.
50
1400
28
Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100mmx100mmx100mm Sand cast iron S&S as per IS - 3989 (As per SOR 17.43.1.2)
20
11660
583
Providing and fixing coller.100 mm Sand cast iron S&S as per IS - 3989 (As per SOR 17.57.1.2)
20
7940
397
Providing and fixing coller. 75 mm Sand cast iron S&S as per IS - 3989 (As per SOR 17.57.2.2)
20
4960
248
Providing and fixing plain bend of required degree. 100 mm dia Sand cast iron S&S as per IS:3989 (As per SOR 17.39.1.2)
20
6220
311
Providing and fixing plain bend of required degree. 75 mm dia Sand cast iron S&S as per IS:3989 (As per SOR 17.39.2.2)
20
4420
221
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
20
2720
136
WATER SUPPLY PIPES AND FITTINGS-III
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 dia nominal bore (As per SOR 18.10.1)
90
18000
200
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 20 mm dia nominal bore(As per SOR 18.12.2)
80
16000
200
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 25 mm dia nominal bore(As per SOR 18.12.3)
120
29880
249
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 : 15 mm diameter pipe (As per SOR 18.38.1)
150
1500
10
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 : 20 mm diameter pipe (As per SOR 18.38.2)
150
1800
12
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 : 25 mm diameter pipe (As per SOR 18.38.3)
80
1200
15
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore (As per SOR 18.49.1)
9
5130
570
Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore (As per SOR 18.50.1)
9
5715
635
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. 15 mm nominal bore (As per SOR 18.18.1)
6
1848
308
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete. 25 mm nominal bore (As per SOR 18.18.3)
6
3372
562
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. 15mm nominal bore (As per SOR 18.53.1)
32
18080
565
Providing and fixing uplasticised PVC connection pipe with brass unions : 15 mm nominal bore (As per SOR SOR 18.21.2.1)
32
2560
80
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 : 25mm to 40 mm nominal bore (As per SOR 18.13.1)
32
12160
380
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 15 mm nominal bore (As per DRS 18.46.1)
50
8000
160
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 20 mm nominal bore (As per DRS 18.46.2)
50
9600
192
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 25 mm nominal bore (As per DRS 18.46.3)
50
11500
230
EXTERNAL SEWERAGE SYSTEM-IV
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m. All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia (As per SOR 2.10.1.2)
105
37065
353
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100mm dia meter (As per SOR 19.1.1)
18
3942
219
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.150mm dia meter (As per SOR 19.1.2)
90
31950
355
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.100mm dia meter S.W. Pipe.(As per SOR 19.2.1)
15
17040
1136
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.150mm dia meter S.W. Pipe.(As per SOR 19.2.2)
90
125010
1389
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 and : 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) finished with a floating coat of neat cement complete as per standard design. Inside size 90cmx80cm and 45 cm deep including C.I. cover with frame (light duty) 455mmx610mm 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 SOR 19.7.1.1)
2
21000
10500
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 300mmx300mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design. 150 x 100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (As per SOR 19.4.2.1)
4
8800
2200
Extra for depth for manholes As per SOR No.19.8.1.1
2
14510
7255
Cost of Soak pit & septic tank (50 Nos users)
2
471600
235800
Excavating, supplying and fillillg of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, pli[th, sides of foundation (carted earth) as per SOR Chapter 4 SI.no.2.25(a)
19
2850
150
Providing and laying in cement concrete 6 : 3 : 1 of stone ballast (20 mm. Nominal size) 2approved coarse sand : 1 cement including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete including cost of form work in foundation and floors.As per SI No.4.6
7
42980
6140
Class- 150 brick work in 1: 4 cement and coarse sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work. As per SI No.6.4.1
16
108240
6765
As in item no. 360 avobe but 2.5 cm. (1") thick damp proof course with cement approved coarse sand 1 :1.5 and including water proofing materials as ordered by the Engineer in charge in the proportion as specified by the manufacturer including supply of all materials, labour and tools and plants etc, required for proper completion of the work including proper curing and shuttering as necessary. As per SI No.361
65
24570
378
Laying of 80 mm thick pre moulded inter locking paver tiles over 10 cm compected PCC including 4 cm thick coarse sand bed over prepared surface including all labour T&P etc. required for proper completion of work.
708
1502376
2122
Rain Water Harvesting
Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5 m and lead up to 30 m . And including filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus erath as directed by the engineer in charge upto a distance of 30 m from the foundation trenches including all T & P phowarah and basket etc. complete. PWD 2.6.1
55
6380
116
Concrete with cement, coarse sand & 40 mm nominal size(20-40 mm) stone ballast in proportion of 1:4:8 in foundations including supply of all materials, labour, T&P etc. required for proper completion of the work. As per SOR 4.1.8
2.8
16335
5834
RCC work with cement approved coarse sand and 2 cm gauge approved stone ballast in the proportion of 1:1.5:3 in slab, excluding s/o reinforcement and its bending but including its fixing and bonding the same with 24 B.W.G.G.I. binding wire and including necessary centring and shuttering etc. and also including s/o all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost.
16
136960
8560
Mild steel or iron in plain work such as in reinforced concrete or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured. Chapter No 5 SR No 5.22.6+chapter no 1 SR No-13
7.5
56017
7469
PVC(SWR)pipes single socketed in any length with rubber ring joints laid in trenches or in floor.
8
1992
249
S/F PVC Jali (mash) of 110 mm
2
232
116
S/L of 200 mm dia perforated PVC pipe in filter unit.
30
21810
727
S/F of Pea Gravel of 5-10mm size in filter unit.
2
1260
630
S/F of Coarse sand in filter unit
7
6111
873
Providing and fixing arrangement for bypass of water to avoid passage of 1 st shower rain into the structure
1
1260
1260
Supply & Laying of 200mm dia PVC Pipe
40
29080
727
Construction of 200mm, 40m deep injection well
2
34240
17120
Boring/drilling bore well of require dia for casing/strainer pipe by suitable method prescribed in IS :2800(partI) including collecting sample from diffrent starta including hire & running charges of all equipment,tools plants & machineries require for the job ,all Complete a per direction of Engineer-in-Charge,up to 90 meter depth below ground level (As per DSR 24.1.1.1)
60
22740
379
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour
charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.(As per DSR 24.3.2)
60
34920
582
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