Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date24 Dec 2024
Closing Date8 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 15,28,852Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
Improvement Of Water Supply Scheme To Arki Town In Tehsil Arki Distt. Solan Hp Under Amrut 2_0 Sh C O Percolation Well Rcc Collection Tank Pump House Storage Tanks
Description
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Contact
Tender Id
2024_HPIPH_97004_1Bid Award Id
ViewTender No
ARKI-SOL01-425-8213-63Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
GEM & Bid Advisory Services
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Documents
BOQ Items
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From spring level to 3.00 metre to 6.00 Metre depth
143.28
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From spring level to 6.00 metre to 9.00 Metre depth
45.37
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Steel Work welded in built up section, trusses and framed work, incluing cutting, hosting fixing in position and applying a priming coat of red lead paint:-In beams joists channels ,angles ,tee ,flats with connection plates or angle cleats as in main and cross beams,hip and jack rafters,purlins connected to common rafters and the like.
31.85
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Lowering of well curb complete in all respect.
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level to 3 mtrs below as same as item no (3)
10.95
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More than 3 mtrs as same as item no (3)
10.95
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Providing and laying cement concrete work 1:1.5:3 (1cement: 1.5 sand: 3 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
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Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level.
27.52
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Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level.
18.72
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Providing& laying no fine concrete 1:4 based on cement concrete 1:2:4 with 20 mm nominal size Complete in all respect.
38.22
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Providing and laying cement concrete work 1:2:4 (1cement: 2 sand: 4 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
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foundation and plinth.
126.56
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Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level.
14.33
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Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain.
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Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching,cantilevers,bressumers 1.00 mts. In depth in all heights from floor.
80.55
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Columns, pillars posts and struts.
128.56
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Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses,plinth & string courses & the like.
2452.24
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Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level.
52476.51
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Providing 200 mm wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200 x 200 x 100 mm cement concrete 1:3:6 ( 1 cement :3 sand : 6 graded stone aggre 20 mm nominal size )
32
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Square rubble masonary coursed with hard stone of approved quality in foundation and plinth including rackingout joints in: Cement Mortar 1:4(1cement : 4 sand)
9.55
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Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 ( 1 cement : 6 sand : 12 graded stone aggregate 20mm nominal aize) at plinth level in Cement Mortar 1:6
22.08
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Stones/Boulders Filling Behind The R/Walls, Also Under Floor & Upstream Of I/Gallary/Under Floor Etc.In All Lifts & Leads Complete In All Respect.
373.3
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Providing and laying stone pitiching on side slopes of guide banks, embankments and protection work.
12.42
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20 mm cement concrete topping 1:2 to 3(1 cement: 2 to 3 stone aggregate of size 4.75 mm and below, by volume) laid over and finished monolithic with base concrete.
51.71
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Providing & fixing 0.60 mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 micron over 5 micron primer coating to back coat of polyster of 5 micron over 5 micron primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm diameter s with prepainted limpet rubber washers complete with all accessories as required as per direction of Engineer in Charge.
62.08
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Providing Ridges Or Hips 60 cm.Over All In Plain With Galvanised Iron GI Sheet Fixed J Or L Hooks, Bolts & Nuts 8 mm GI Limpet & Bitumens Washers Complete.
33.6
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Supplying and fixing woven plains G.I. wire fencing of mesh 50mm to 150mm to any type of standard rails, strainging bolts. etc. including provision of binding wire, staples etc.
22.41
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10 mm cement plaster in single coat on fair side of brick/concrete wall for internal plastering upto floor two level including arrises,internal rounded angles chambers and/or rounded angles not exceeding 80 mm in girth contd. and finished even and smooth.
22.61
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Painting Two Coats (E/C Priming Coat) Over New Steel & Other Metal Surfaces With Ready Mixed Paint To Give An Even Shade I/C Cleaning The Other Foreign Matter Sand Papering & Stopping ( Paint Other Than White)
22.4
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Applying modrent solution on new G.I sheet for preparation of surface for painting @ 5 litres/100 sqm.of surface and rubbing the solution with brush including thoroughly cleaning the surface of all oil grease dirt and other foreign matter
62.08
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Supply of submersible pumping set of KSB /Kirloskar make comprising to latest relevant BIS Code. The pump should be fitted with bronze impeller of suitable alloys as per IS: 8034-1976/ IS: 5659 - 1970 latest suitable for Clear / Raw water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP, RPM 2900 / 1450 of reputed make conforming to IS: 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips and depth gauge etc. and suitable for operation on data given below:- (Refer Data Sheet No:-4(I) for further details.)
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Submersible Pump Machinery At Percolation Well From PW To SW
(Capacity:- 17.89 Lps, Total Head:-12.30 ,HP-10, No.-2 (1W+1S) ) (ref. to data sheet 4(i))
1
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Providing horizontal spindle horizontal split casing/end suctions (back full out arrangement) single/double/ multistage centrifugal pump or combination of pump in series of recommended make such as Mather and Platt/KSB/Kirloskar as per IS-1520-1980 / IS 5659 - 1970 with up to date amendments, read with IS: 9137-1978 or latest edition suitable for lifting clear / raw water for under mentioned characteristics with bronze impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a MS/Cast steel base plate ( base plate to be from the manufacturers of the pumping unit only) to Squirrel Cage / Slipring drip proof induction motor of standard make such as Kirloskar / Crompton / NGEF and suitable for operation on 400 (+)/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be at least 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 25% of the duty point (Refer Data Sheet No:-4(II) for further details.)
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Centrifugal Pumping Machinery At Pump House From PH To MBR
(Capacity:- 8.95 Lps, Total Head:-703.25 ,HP-160, No.-3 (2W+1S) )
1
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Excavation in foundations,trenches etc.in earth work,lift upto 1.5mt. stacking the excavated soil not more than 3mt clear from consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20mtr
17124.8
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Providing, laying, testing & commissioning at site in trenches bevelled ended MSERW pipes of various grades conforming to IS/ ISO 3183 latest with up to date amendments having wall thickness , grade of material and per running meter weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 meters. The pipes ends shall be bevelled suitably for butt welding (leak proof) including the cost of jointing with butt welding (leak proof) conforming to IS 816-1969 or latest as applicable with up to date amendments in three layers at site of work with welding with a electrode as per IS-814-1967 (with latest up to date amendments) and all allied accessories as required for welding at site, tail pieces, tees, bends and other specials forms needed to be manufactured from parent pipes as applicable to the particular site of work & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & outside conforming to IS-4736-1986 or latest with up to date amendments and shall be engraved with IS/ISO 3183-2007 whichever is applicable. The laying of pipes should be confirmed to IS-5892-1994 ( with latest up to date amendments) and to the entire satisfaction of Engineer-in-charge (Earth work shall be measured and paid for separately).
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MSERW Pipe IS/ISO:3183-2007 :-L290 or X42, Thickness - 4.8 Dia-200
6441
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MSERW Pipe IS/ISO:3183-2007 :-L290 or X42, Thickness - 7.1 Dia-150
500
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MSERW Pipe IS/ISO:3183-2007 :-L290 or X42, Thickness - 6.4 Dia-150
1000
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MSERW Pipe IS/ISO:3183-2007 :-L290 or X42, Thickness - 5.6 Dia-150
1000
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MSERW Pipe IS/ISO:3183-2007 :-L290 or X42, Thickness - 4.8 Dia -150
1500
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Laying , jointing, testing & commissioning at site in trenches following plain ended GMS pipe of diameter of various grade as under conforming to BIS 1239 (Part-1) 2004 or latest with up to date amendments, capable of withstanding required test pressure as prescribed in BIS code in random lengths of 5.5 to 6.5 meters. The pipes ends shall be plain ended suitably for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with with a electrode as per IS-814-1967 (with latest up to date amendments) and all allied accessories as required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc. and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts as directed by Engineer-in-charge (earth work shall be measured and paid for separately).
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G. I. Pipe as per IS :1239 - 1990 ( Part - I ), Heavy, Thickness - 5.4 Dia-150 mm
1000
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G. I. Pipe as per IS :1239 - 1990 ( Part - I ), Medium, Thickness - 4.8 Dia -150 mm
1880
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GI Pipe as per IS :1239 - 1990 ( Part - I ),Medium, Thickness -4.5mm Dia 125 mm
383
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GI Pipe as per IS :1239 - 1990 ( Part - I ),Medium, Thickness - 4.5mm Dia -100 mm
2769
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GI Pipe as per IS :1239 - 1990 ( Part - I ),Medium,Thickness - 4.5mm, Dia 80 mm
524
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Laying , jointing, testing & commissioning at site in trenches following GMS pipe of diameter of various grade as under conforming to BIS 1239 (Part-1) 2004 or latest with up to date amendments including providing and fixing tube fittings such as reducer increasers, sockets, union, tees, bends etc. where ever required (earth work in trenches to be measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts.
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GI Pipe as per IS :1239 - 1990 ( Part - I ),Medium,Thickness - 4.5mm, Dia 65 mm
2163
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GI Pipe as per IS :1239 - 1990 ( Part - I ),Medium,Thickness - 4.5mm, Dia 50 mm
3057
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GI Pipe as per IS :1239 - 1990 ( Part - I ),Medium, Thickness - 4.5mm,Dia 40 mm
1389
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GI Pipe as per IS :1239 - 1990 ( Part - I ),Light, Dia 32 mm
1737
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GI Pipe as per IS :1239 - 1990 ( Part - I ),Light, Dia 25 mm
8716
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GI Pipe as per IS :1239 - 1990 ( Part - I ),Light, Dia 15 mm
10340
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Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) as per IS:6392-1971 (Latest with upto date amendments) and welding of MS Flanges with G.I. Pipes/ MSERW pipes in two layers on both faces to make the joint leak proof (The cost of providing and laying of G.I.Pipes/MSERW Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364. The thickness of gasket not less than 3.00mm conforming to IS : 2712-1998. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts.
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MS Flanges 200 mm dia of Table-17
35
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MS Flanges 200 mm dia of Table-11
20
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MS Flanges 200 mm dia of Table-5
9
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MS Flanges 150 mm dia of Table-38
10
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MS Flanges 150 mm dia of Table-34
25
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MS Flanges 150 mm dia of Table-28
20
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MS Flanges 150 mm dia of Table-17
6
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MS Flanges 150 mm dia of Table-5
8
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MS Flanges 125 mm dia of Table-5
4
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MS Flanges 100 mm dia of Table-17
5
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MS Flanges 100 mm dia of Table-5
23
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MS Flanges 80 mm dia of Table-5
5
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MS Flanges 65 mm dia of Table-5
22
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MS Flanges 50 mm dia of Table-5
31
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MS Flanges 40 mm dia of Table-5
14
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Manufacture, Supply and delivery of DI D/F Non-Return Valve (Swing Check Valves) with metallic, corrosion proof and wear resistant seat faces, Body and Disc of ductile cast iron GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 Shafts of stainless steel, shaft bearing of zinc free bronze and Integral body seat face & disc face with nickel-chromium overlay welding and micro finished. All the inside and outside of the body is to be coated with double coating of food grade epoxy with minimum thickness of 250 microns, color: RAL 5005 Blue face to face dimensions according to IS 5312, Flange dimensions according to EN1092-2/IS 1538
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dia- 150 mm
2
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Supply, installing, testing and commissioning of "Resilient Seated Soft Sealing" Isolation Valves including all accessories, enclosures, with Body and Bonnet of Ductile Iron GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN- 3202F4/ BS:5163 Type A Flange drilling as per BS EN 1092-1 with pressure rating of PN 1.6. Campatible with Actuators / SCADA.
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Dia- 200 mm
1
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Dia- 150 mm
2
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Dia -125 MM
2
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Dia -100 MM
4
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Dia -80 MM
1
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Dia -65 MM
1
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Dia -50 MM
5
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Dia -40 MM
3
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Dia -32 MM
6
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Dia -25 MM
33
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Providing and fixing IS/ International standard DI D/F hydraullic operated pressure reducing valves in existing or proposed pipes of following dia including all taxes railway freight, loading and unloading, stacking etc. including lowering, laying and jointing in position including cost of all labour, joining material with nut bolts, rubber mat and giving satisfactory hydraulic testing etc Flange drilling as per BS EN 1092-1 with pressure rating of PN 1.6 as per specification and as per provisions of latest Codes. Campatible with SCADA. Also it should withstand the cavitation conditions (Manufacturer's cirtificate is required at he time of approval) as well as the valves must be approved for handling drinking water quality. The valves must self cleansing stainer to avoid clogging of the control tubes.
-
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Dia- 200 mm
1
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Dia- 100 mm
4
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Dia- 80 mm
1
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Dia- 65 mm
8
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Dia- 50 mm
9
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Dia- 40 mm
1
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Dia- 32 mm
5
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Dia- 25 mm
16
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Supplying & installation of hydraullic operated Flow control valves with Body and Bonnet of Ductile Iron GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with food grade quality grade W270 grade EPDM, Gaskets & O rings of EPDM and compatible with Actuators and SCADA. The Valves should be Vacuum tight and 100% leak proof. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005, Flange drilling as per BS EN 1092-1 with pressure rating of PN 1.6 all complete as per specifcations.
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Dia -100 mm
2
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Dia -65 mm
2
-
-
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Dia -40 mm
1
-
-
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Dia -32 mm
1
-
-
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Dia -25 mm
6
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Providing and fixing Tee make & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge
-
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100 mm
1
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Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Valves as per IS-14845 with body & cover made of Ductile Iron Grade GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Colour Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of SS AISI 304 or better and DN 50 float of and other components with ABS/PTFE/ EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per BS EN 1092-1 all complete as per specifcations with pressure rating of PN 1.6
-
-
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Dia-125 mm
2
-
-
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Dia-80 mm
1
-
-
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Dia-65 mm
2
-
-
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Dia-50 mm
5
-
-
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Dia-40 mm
3
-
-
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Dia-32 mm
1
-
-
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Dia-25 mm
2
-
-
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Supply, installing, testing and commissioning of "Resilient Seated Soft Sealing" Scour Valve including all accessories, enclosures, with Body and Bonnet of Ductile Iron GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN- 3202F4/ BS:5163 Type A Flange drilling as per BS EN 1092-1 with pressure rating of PN 1.6. Campatible with Actuators / SCADA.
-
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Dia-25 mm
17
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Providing and Fixing Cast Iron Fire Hydrant as per IS:909 Fig. IA ( complete) 80 mm diameter including chamber.
-
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Dia-80 mm
5
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Providing,Supplying and Fixing Direct acting PRVs at every connections to reduce pressures to 20m, etc. complete by following specifications:
ASSE 3001 Water Pressure Reducing Valves for Domestic Water Distribution Systems , EN1567 Water pressure reducing valves and combination water reducing valves-Requirements and tests.
Size: 3/8”--2”
Type: Direct Acting
Connection: NP/NPT
Material: SUS 304/316
Media: Pure water
Working temperature: 0-80 ºC
Pressure range: PN1.6
1034
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Providing & fixing of ISI mark, Class-B, IP 68 domestic battery operated. MID approved AMR and AMI water meters of following diameter, static smart (ratio-500) water meter with full body made up of composite body confirming to IS: 4064 and IS:779-2004 latest with up to date amendments including house service connection upto 5 m smart water meter should come up with manufacturing test certificate and warranty certificate with battery life minimum 10 years with RF technology for communication. Memory of device should be directly accessible through RF and the smart water meter should be tested from FCRI. The water meter shall be housed in GRP water meter boxes capable to bear live load of 150 kg and should be able to withstand temperature variation from -5 to 40 degree celcius in exposed condition etc completed inclusive of all taxes, testing, loading, unloading, insurance etc. complete. (Refer Data Sheet No:-9 for further details.)
1034
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Reading Device with Hand Held Unit (HHU compatible with the AMR Water Flow Measurement Device) For Walk by or Drive by
2
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Gateway with Cable and Antena
3
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Provision and installation of SCADA system with appropriate sensors along-with the provision with the required data transmission system to central station for analysis with appropriate power backup system (Refer Data Sheet No:-7 for further details.)
-
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Level Transmitter
8
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Main Variable Frequency Drive (VFD) i/c PLC & SCADA
1
-
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Remote I/O Panel i/c HMI & GSM
8
-
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Provision and installation of flow measurement devices to be installed at discharge point of the Service storage tank with appropriate sensors along-with the provision with the required data transmission system to central station for analysis with appropriate power backup system.
-
-
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Dia- 200 mm
2
-
-
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Dia- 150 mm
3
-
-
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Dia- 125 mm
5
-
-
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Dia- 100 mm
9
-
-
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Dia-80 mm
8
-
-
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Dia-65 mm
1
-
-
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Dia-50 mm
6
-
-
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Dia-40 mm
2
-
-
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Dia-32 mm
1
-
-
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Dia-25 mm
2
-
-
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TURBIDITY SENSOR: Providing Fixing NEPHELOMETRIC Turbidity sensor based NEPHELOMETRIC measuring principle 90°NIR [Near In-fra Red] scattered light according to ISO 7027:.1999. measurement at wavelength 860 nm with turbidity range [0-100 NTUJ including all accessories like plumbing electrical, cabling, engineering with all leads and lifts as per direction of Engineer In-Charge.
4
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Residual Chlorine sensor: Providing Fixing Residual Chlorine Sensor based on AMPEROMETRIC PRINCIPLE according to ISO 7393- 2:2017 with a range od 0 to 05 ppm complete in all respect with all acessories with all leads lifts as per direction of Engineer In-Charge.
4
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Automatic Mechanical Chlorine Dosing System (Refer Data Sheet No:-8 for further details.)
4
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-
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Providing and laying cement concrete 1:6:12(1cement:6sand:12graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.
31.4
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-
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2nd class Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6(1cement:6sand)
33.92
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P/L Damp Proof Course 38mm Thick with cement concrete 1:2:4(1 Cement:2 sand:4 Graded stone aggregate 20mm nominal size) & Curing complete.
126.4
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Providing & laying cement concrete1:1:2 (1 cement :1 sand : 2 graded stone aggregate 20 mm nominal size) & curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Foundations, footings bases of columns and the like and mass concrete. (DETAIL OF COST FOR ONE CUM)
228.41
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2nd class Brick work using common burnt clay building bricks in Superstructure in cement mortar 1:6 (1cement:6sand)
170.24
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15 mm cement plaster in single coat in rough side of brick/stone masonery for interior plastering upto floor two level including arrises,internal,founded angles,chamfers and/or rounded angles chamfers and/or rounded angles not exceeding in girth & finished even and smooth in cement mortar 1:6(1cement:6sand).
916.5
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Steel work in single section including cutting, hoisting and fixing in position and applying a priming coat red lead paint in R.S. joints chanel, angles tees.
505.68
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Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after throughly brushing
916.5
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Providing & laying cement concrete 1:3:6 (1cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth.
6.94
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Providing & laying cement concrete1:1:2 (1cement :1 sand : 2 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level
111.33
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Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :-Flat surfaces such as soffits of suspended floors, roofs,landing and the like.
205.61
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Prov.in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand )
1075.84
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Prov./fixing of clamps and nut bolts of required size complete in all respects
300
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Providing & laying cement concrete 1:1:2(1cement :1 sand : 2 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for RCC work in :-Suspended floor,roofs,landing & shelves & their support balconies, beams, girders, bressumers & cantilever upto floor level.
38.53
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Steel work welded in built up sections,trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed ,guards,bars, ladders,railing,brackets & similar works.
1177.5
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Laying , jointing, testing & commissioning at site in trenches following GMS pipe of diameter of various grade as under conforming to BIS 1239 (Part-1) 2004 or latest with up to date amendments including providing and fixing tube fittings such as reducer increasers, sockets, union, tees, bends etc. where ever required (earth work in trenches to be measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material up to all leads and lifts.
-
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Dia-100mm
42
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Dia-150mm
63
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Supply, installing, testing and commissioning of "Resilient Seated Soft Sealing"Sluice Valves including all accessories, enclosures, with Body and Bonnet of Ductile Iron GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN- 3202F4/ BS:5163 Type A Flange drilling as per BS EN 1092-1 with pressure rating of PN 1.6
-
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Dia-100mm
8
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Dia-150mm
12
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Providing and fixing Manhole cover of size60x60 cm made of angle iron frame size 40x40x5mm thick covered with MS. sheet 2.00mm thick and welded with angle iron frame 35x35x3 mm thick. Including hings, Handles, 8 Nos Hold fast and Locking arrangement along with lock and key of standred make, Primer two coat with redoxide paint, complete and manhole coverer fixed in Storage tank/Intank with Cement concrete 1:1.5:3 for nut and bolt 16mm dia and dismentalling of RCC work nad as per direction of Engineer-in-Charge.
-
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Dia-100mm
8
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Providing & laying cement concrete 1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth.
119.69
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Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring ,shuttering, strutting & propping etc. ht.of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :-Arches up to 6.00 mts.span
224.64
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Providing & laying cement concrete 1:1:2(1cement :1 sand : 2 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for RCC work in :-Arches upto floor two level.
33.72
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Providing and laying cement concrete 1:6:12 (1Cement:6sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts
7
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Providing and laying cement concrete work 1:1.5:3 (1 cement: 1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Columns, pillars posts and struts upto floor two level.
3.87
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Providing And Laying Cement Mortor 1 : 3 (1 Cement : 3 Sand)
5.2
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Kota stone slab flooring 20mm (average ) thick base of cement mortar 1:4(1cement:4sand) laid over and jointed with grey cement slurry mixed with pigment to match shade of the slab including rubbing and polishing
complete 25mm thick.
133.91
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Providing wood work in frames of doors, windows and other frames wrought framed and fixed in position with second class deodar wood in all leads and lifts.
0.5
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Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class
deodar wood 40mm thick in all leads and lifts.
38.8
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Providing Perpex Sheet Roofing Fixed With Galvanised Iron J Or L Hooks,Bolts & Nuts 8 mm Dia. With Bitumen & GI Limpet Washers Filled With White Lead Copmplete Excluding The Cost Of Purlins, Rafters & Trusses. ( 2 mm Thick Sheet)
170.07
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15mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar4 1:6(1cement:6sand) kin all leads and lifts.
62.79
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20mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar4 1:6(1cement:6sand) kin all leads and lifts.
62.79
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6 mm cement plaster to ceiling in CM 1:3 (1Cement :3 Sand)
17.08
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Applying two coat of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt dust and other foreign matter.
5.47
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Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts.
19.6
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Painting two coats(excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts.
19.6
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White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts.
17.08
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Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials.
125.57
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Providing and fixing M.S.fan clamp(Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete.
1
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Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size.
24
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Providing and fixing M.S. grills of required pettern in windows frames of windows etc. with M. S. Flats Square or round bars with round headed bolts and nuts or by screws.
140.83
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Electrification of pump house (Refer Data Sheet No:-2 for further details.)
1
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Operation and Maintenance of the entire scheme for 5 years complete in all respects with in all leads & lifts as per directions and entire to the satisfaction of the Engineer-in-charge. (Refer Data Sheet No:-10 for further details.) The quantity of water supplied shall be volume trically assessed at the consumer end.The NRW percentage should be calculated as the difference B/W total water lifted & total water build to the consumer, If NRW is found to be less then 10% during any assessment period, the contractor/firm shall incentivized to the O&M rates, as specified in AMRUT operational guidelines.conversely, if NRW exceeds10% the contractor firms shall be subjected to a penalty on O&M rates in accordance with term and conditions on timed in the agreement.
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Operation and Maintenance for the 1st Year
321247.45
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Operation and Maintenance for the 2nd Year
325134.7
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Operation and Maintenance for the 3rd Year
328959.9
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Operation and Maintenance for the 4thYear
332974.9
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Operation and Maintenance for the 5th Year
336719.8
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