Rural Water Supply And Sanitation Department Tender
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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 91,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
RWSSD/2021-22/WS/WORK_INDENT35496Bid Award Id
ViewTender No
RWSSD/2021-22/WS/WORK_INDENT35496Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Providing 2 coats of snowcem / Water-proof cement paint painting over one coat of primer including scrapping the exposed faces, removing loose plastering, removal of vegetations, fungus, cleaning the surface, replastering wherever required in CM 1:3 to the required shape with necessary scaffolding & curing etc., (Including cost of materials)..etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
283.78
-
65280.75
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Providing & fixing G.I. pipe railing of 32mm dia.,G.I. pipe B-class in two rows of roof dome flat slab of landing of elevated storage reservoir including cutting, welding, threading, painting, embedding in C.M. pillars with all lead and lifts etc., complete complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
25.97
-
19044.32
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Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
2
-
17104
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Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“ii) English and Roman - Hyphen and the like not to be measured and paid for “ MORTH Specification No.801 etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
10000
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7600
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Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete. 65x65x8mm angle iron frame. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
17.7
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34810.24
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KSRB 24-40: Dubbing out on old irregular walls average 10mm thick and making good the surface with the cement mortar 1:3 including curing cost of materals labour complete as per specifications specification no. KBS 24.2.1 etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
66.77
-
12547.42
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Providing 20mm thick cement plaster in single coat with cement mortar 1:3, to stone masonry & concrete surface including rounding off corners wherever required smooth rendering,including providing and removing scaffolding, cost of materials, labour, curing etc.,complete as per specifications. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
66.77
-
20984.48
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Extra for providing and mixing waterproofing compound in cement plaster for birck masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:3, 20mm thick cost of materials complete as per specifications. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
66.77
-
829.28
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Providing and fixing food grade epoxy painting to over head tank and sump tank after cleaning and drying including pumping and bailing out of water, including cost of all materials labour lead and lifts etc., complete etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
66.77
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7211.16
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BULK FLOW METERS:-------------- Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III class B or IS 779 and IS 2373 with life cycle test certificate from FCRI/NABL accredited lab. The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointer of the meter shall be as per ISO 4064 class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. Note: the above rates are basic rates inclusive of transportation charges, earth work excavation, labour charges, cutting and threading, conveyance, welding and hire charges for tools and plants ets., complete. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work 80 mm Dia
1
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19451
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Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work 80 mm Dia
1
-
8552
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Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) In ordinary soil etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
6
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1697.76
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Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts.
6
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667.44
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Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work In ordinary Soil
2.11
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681.36
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Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specifications. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the workIn hard Soil
2.11
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1020.9
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Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
0.49
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2928.59
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Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks,anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
1.07
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6992.54
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Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated forall works in ground floor level for roof slabs, staircase, lintels, and beams,retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, pillars,posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
0.26
-
1764.55
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Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
106.4
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8078.95
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Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons.
0.96
-
267.49
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Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth and string courses cost of all materials, labour complete as per specificaitons.
9.2
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3557.09
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Filling available excavated earth ( excluding rock ) in sides of foundations upto plinthin layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming afterwatering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as perspecifications. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
1.05
-
227.93
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DISTRIBUTION :----------------- Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work In Ordinary Soil
837.28
-
236916.75
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Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work In Hard Soil
930.31
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263240.52
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Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work In Ordinary rock without blasting
93.03
-
59479.66
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Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm Trench width) as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whevere necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means (Depth upto 3m)etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work Ordinary / Hard Soil - (Depth upto 3m)
410.4
-
57620.16
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Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm Trench width) as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whevere necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means (Depth upto 3m) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work Ordinary Rock (not requiring blasting)
21.6
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4059.07
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Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.Cutting in Cement Concrete Road Surface etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
81
-
96752.88
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Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work Cutting Asphalt Road Surface
0.25
-
146.34
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Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work Cutting Macadam Road Surface
0.51
-
190.58
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Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work 63mm
3000
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390000
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Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work 75mm
1806
-
292572
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Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work 90mm
41
-
8610
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Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
1860.62
-
206975.37
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Supplying, laying, jointing , testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work Medium Class for CD Crossings 80 mm Class -B for culverts
40
-
25488
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Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS.etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work For Sluice/Scover Valves 50mm dia
3
-
17430
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Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work For Sluice/Scover Valves 80mm dia
8
-
68416
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Supplying and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, Should be suppied with support tile I (FSL, FSS ,SI) ,Should be able to receive class AA traffic loads etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
11
-
30085
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Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
81.51
-
501423.44
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HOUSE HOLD TAP CONNECTION - NEW FHTC:-------------------- Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. Cutting in Cement Concrete Road Surface etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
10.13
-
12100.08
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Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work Cutting Asphalt Road Surface
0.54
-
316.09
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Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work Cutting Macadam Road Surface
1.08
-
403.57
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Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
77.36
-
21889.79
... More
Approved make Electro fusion saddle comply with BS EN 12201 - 3:2011, PN – 12.5 rating and food grade raw material as per BS 6920 for effect on water Quality intended for human consumption. Material of construction: PE 80 or PE 100 and colour of fitting – Blue/Black for water applications, EF tapping saddle is V- Regulated type.Designed to fuse at a fusion voltage of 40 volt AC. EF tapping saddle shall have moulded SS/Brass metal female threaded outlet.EF tapping Saddle is fused by using a top loading pillar type pressure exerting 1500N (150 kilograms approx.) top load on EF Saddle. Fusion time is 170 secs and cooling time is 10mins, Exerted pressure should be removed after completing the 10 mins cooling time. 63x20,75x20,90x20,110x20,140x20. ( Markate Rate) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
108
-
44604
... More
KSRB13-8 : Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 kgs/sq.cm working pressure of outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM and testing complete as per specifications. Specification No.KBS 13.2.15.1 I 13.9 for internal water supply connection. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work MDP Pipe 20mm dia
495
-
57202.2
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PP Make Adopter suitable for a Pressure Rating PN16 (Both side adopter ) 20x15mm ( �inch)(market rate) 20 x 20 mm dia Adopter etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
216
-
21600
... More
PP Make Female Threaded Elbow with SS304/ Brass/Plastic inserts suitable for a Pressure Rating PN16 (FTE 90 deg ) 20x15mm ( �inch)(market rate)etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work 20x 20 mm dia elbow
216
-
21600
... More
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any.etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work 15mm
432
-
16416
... More
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work 15mm
216
-
11880
... More
Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing)etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work For vertical support 15mm dia
248.4
-
33802.27
... More
Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work For GI encasing 32 mm dia for drain crossing
81
-
24581.88
... More
Providing, & fixing Flow control valve using food grade materials SS 316 ball / 1/2 " [15mm] including cost of all materials, labour charges, HOM and testing complete as per of following specification.The FCV nominal design is for 10 Ltr/Min Discharges at 0.5 bar pressure loss and should not exceed the fiow a tthe range of 7 Lit /Min at 1 bar or more pressure. MOC of valve - Food grade stainless steel SS-316 MOC of Ball : sstainless steel-316 Flow direction arrow embossed on its outside surface . The Valve should act as flow control valve and non return valve. Minimum operating pressure- 0.1 kgf( 10 cm head) Designed pressure : 1 metre to 50 metres . Accuracy of vaives : + 20% of average fiow rate. Orifice size : not be less than 12mm Ball size : not less than 12 mm Weight of FCV : not less than 125 gms Length : not be less than 70 mm The FCV is with internal arrangements of very simple passage in line such that the valve will pass the small floating particles if any entered in the valve to avoid choking. The FCV shall be got tested from FCRI by the manufacturer as per above standards, The quantum of checkinq to be done from FCRI is attached herewith. The FCV should be fitted on Saddle,which is fixed on distribution pipeline. [approved rate] etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work 15mm Flow control valve
108
-
27540
... More
Supplying & fixing multijet Class- B inferential type, AMR compatable water meters with IP-68 protection totalizer confirming to IS -779 with its latest amendments of following size to service connetions including conveying and fixing of necessary G.I. specials etc. complete, with all lead and lift. water meter set of 15 mm Dia
108
-
177768
... More
Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mmxheight 250mm with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mmx600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height,disposal of excess earth with all lead and lifts etc complete as per drawing enclosed
108
-
54000
... More
KSRB13-6.1 : Providing and fixing in position brass bib cock of approved quality nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications. Specification No.KBS 13.2.2/13.3 - do -15 mm dia nominal bore
108
-
22161.6
... More
Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller
77.36
-
8605.53
... More
Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
2.19
-
13089.02
... More
Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
13.4
-
82432.51
... More
Supplying & fixing RCC demarcation stones of 30 cms X 15 cms and 90 cms. Deep using 1:2:4 CC and 6 mm dia rods for verticals and stirrups and rendered smooth, including engraving letters "KWB and Arrow" 6 mm deep on the top including fixing demarcation stones 45 cms below ground level and in CC 1:3:6, 15 cms. height, with 8 cms, offset around the stone and curing for 10 days including earth work excavation in all types of soils with all lead and lift.
108
-
47520
... More
Painting two coats on new concrete surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specification No 803 etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
58.32
-
5164.82
... More
Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“ii) English and Roman - Hyphen and the like not to be measured and paid for “ MORTH Specification No.801 etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
8100
-
6156
... More
HOUSE HOLD TAP CONNECTION FOR RETROFITTING TO EXISTING - HTC :------------ Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.Cutting in Cement Concrete Road Surface etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
16.88
-
20162.82
... More
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.Cutting Asphalt Road Surface etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
1.35
-
790.24
... More
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.Cutting Macadam Road Surface etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
2.7
-
1008.94
... More
Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
141.08
-
39920
... More
Approved make Electro fusion saddle comply with BS EN 12201 - 3:2011, PN – 12.5 rating and food grade raw material as per BS 6920 for effect on water Quality intended for human consumption. Material of construction: PE 80 or PE 100 and colour of fitting – Blue/Black for water applications, EF tapping saddle is V- Regulated type.Designed to fuse at a fusion voltage of 40 volt AC. EF tapping saddle shall have moulded SS/Brass metal female threaded outlet.EF tapping Saddle is fused by using a top loading pillar type pressure exerting 1500N (150 kilograms approx.) top load on EF Saddle. Fusion time is 170 secs and cooling time is 10mins, Exerted pressure should be removed after completing the 10 mins cooling time. 63x20,75x20,90x20,110x20,140x20. ( Markate Rate) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
195
-
80535
... More
KSRB13-8 : Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 kgs/sq.cm working pressure of outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM and testing complete as per specifications. Specification No.KBS 13.2.15.1 I 13.9 for internal water supply connection etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
900
-
104004
... More
PP Make Adopter suitable for a Pressure Rating PN16 (Both side adopter ) 20x15mm ( �inch)(market rate) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
390
-
39000
... More
PP Make Female Threaded Elbow with SS304/ Brass/Plastic inserts suitable for a Pressure Rating PN16 (FTE 90 deg ) 20x15mm ( �inch)(market rate) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
390
-
39000
... More
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
780
-
29640
... More
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
390
-
21450
... More
Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work For vertical support 15mm dia
448.5
-
61031.88
... More
Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work For GI encasing 32 mm dia for drain crossing
146.25
-
44383.95
... More
Providing, & fixing Flow control valve using food grade materials SS 316 ball / 1/2 " [15mm] including cost of all materials, labour charges, HOM and testing complete as per of following specification.The FCV nominal design is for 10 Ltr/Min Discharges at 0.5 bar pressure loss and should not exceed the fiow a tthe range of 7 Lit /Min at 1 bar or more pressure. MOC of valve - Food grade stainless steel SS-316 MOC of Ball : sstainless steel-316 Flow direction arrow embossed on its outside surface . The Valve should act as flow control valve and non return valve. Minimum operating pressure- 0.1 kgf( 10 cm head) Designed pressure : 1 metre to 50 metres . Accuracy of vaives : + 20% of average fiow rate. Orifice size : not be less than 12mm Ball size : not less than 12 mm Weight of FCV : not less than 125 gms Length : not be less than 70 mm The FCV is with internal arrangements of very simple passage in line such that the valve will pass the small floating particles if any entered in the valve to avoid choking. The FCV shall be got tested from FCRI by the manufacturer as per above standards, The quantum of checkinq to be done from FCRI is attached herewith. The FCV should be fitted on Saddle,which is fixed on distribution pipeline. [approved rate] etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work 15mm Flow control valve
195
-
49725
... More
Supplying & fixing multijet Class- B inferential type, AMR compatable water meters with IP-68 protection totalizer confirming to IS -779 with its latest amendments of following size to service connetions including conveying and fixing of necessary G.I. specials etc. complete, with all lead and lift. water meter set of etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work 15 mm Dia
195
-
320970
... More
Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mmxheight 250mm with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mmx600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height,disposal of excess earth with all lead and lifts etc complete as per drawing enclosed etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
195
-
97500
... More
KSRB13-6.1 : Providing and fixing in position brass bib cock of approved quality nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications. Specification No.KBS 13.2.2/13.3 - do -15 mm dia nominal bore
195
-
40014
... More
Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
141.08
-
15693.74
... More
Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
3.95
-
23608.04
... More
Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
23.53
-
144749.03
... More
Supplying & fixing RCC demarcation stones of 30 cms X 15 cms and 90 cms. Deep using 1:2:4 CC and 6 mm dia rods for verticals and stirrups and rendered smooth, including engraving letters "KWB and Arrow" 6 mm deep on the top including fixing demarcation stones 45 cms below ground level and in CC 1:3:6, 15 cms. height, with 8 cms, offset around the stone and curing for 10 days including earth work excavation in all types of soils with all lead and lift. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
195
-
85800
... More
Painting two coats on new concrete surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, with materials, labour complete as per specifications. MORTH Specification No 803 etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
105.3
-
9325.37
... More
Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“ii) English and Roman - Hyphen and the like not to be measured and paid for “ MORTH Specification No.801 etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
14625
-
11115
... More
RCC VALVE CHAMBER (1.00MX1.00M) :------------------- Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specification etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the workIn ordinary Soil
4.08
-
1317.51
... More
Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specificationetc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work In hard Soil
4.54
-
2192.82
... More
Earthwork excavation by manual means for foundation of buildings, culverts, water supply and sanitary lines and electrical conduits etc, either in pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. including breaking of clods complete as per specificationin Soft rock without blasting
0.46
-
705.95
... More
Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications.etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
0.98
-
5857.19
... More
Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks,anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications.etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
2.14
-
13985.07
... More
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated forall works in ground floor level for roof slabs, staircase, lintels, and beams,retaining walls, return walls, walls ( any thickness ) including attached pilasters, columns, pillars,posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing,complete but excluding cost of reinforcement as per specifications.etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
0.52
-
3529.09
... More
Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications.etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
0.22
-
16704.94
... More
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specificaitons. etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
1.92
-
534.99
... More
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth and string courses cost of all materials, labour complete as per specificaitons.etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
18.4
-
7114.18
... More
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinthin layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming afterwatering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as perspecifications.etc complete with all lead and lifts, and loading and unloading, and all Incidencial charges as directed by the Engineer incharge of the work
2.1
-
455.87
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