Rural Water Supply And Sanitation Department Tender
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
₹ 3,34,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package-02: Providing 246 Nos Htc To Fhtc's In Nagatibasapura Village, Providing Fhtc's To 380 Nos Households (45 Nos Htc To Fhtc's) In H.kolachi Village, 296 Nos Households (262 Nos Htc To Fhtc's) In Manyaramasalavada Village, 268 Nos Households (15 Nos Htc To Fhtc's) In Tamlapura Village, 12 Nos Households (365 Nos Htc To Fhtc's) In K.m. Thanda Village, 19 Nos Households (128nos Htc To Fhtc's) In Mirakoranahalli Village Hadagali Taluk Ballari District Through Mvs To M.m Vada, Upanayakanahall
Description
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Contact
Tender Id
RWSSD/2020-21/WS/WORK_INDENT33473/CALL-3Bid Award Id
ViewTender No
RWSSD/2020-21/WS/WORK_INDENT33473/CALL-3Tender 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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Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.and engineering incharge of work Cutting in Cement concrete road surface. Tamalapura-48.00, M.M.Vada-168.00, K.M.Thanda-210.00, H.Kolachi-150.00, N.Basapura-120.00, Mirakoranahalli-21.00.
717
-
793002
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Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and technical specification clause 1501 M-20 and as per directed by Engineer Incharge of Work.and engineering incharge of work. Tamalapura-48.00, M.M.Vada-168.00, K.M.Thanda-210.00, H.Kolachi-150.00, N.Basapura-120.00, Mirakoranahalli-21.00.
717
-
3406467
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Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and technical specification clause 1501 M-20 and as per directed by Engineer Incharge of Work.and engineering incharge of work. Tamalapura-2.25, M.M.Vada-1.13, K.M.Thanda-2.25, H.Kolachi-2.25, N.Basapura-1.13, Mirakoranahalli-1.13.
10.14
-
48175.14
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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 63mm dia of 6 KSC. and engineering incharge of work. Tamalapura-1132.00, M.M.Vada-4196.00, K.M.Thanda-6930.00, H.Kolachi-4494.00, N.Basapura-2065.86, Mirakoranahalli-1419.00.
20236.86
-
2873634.12
... More
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 75mm dia of 6 KSC.and engineering incharge of workTAMALAPURA ( 47 ) M M VADA ( 182 ) K M THAND (136 ) H KOLICHI (75 )
464.74
-
83188.46
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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 90mm dia of 6 KSC. and engineering incharge of work. Tamalapura-88.00, M.M.Vada-6.00, K.M.Thanda-176.00, H.Kolachi-584.00, N.Basapura-91.11, Mirakoranahalli-343.00.
1287.11
-
297322.41
... More
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 of 6 KSC. and engineering incharge of work. Tamalapura-268.00, M.M.Vada-72.00, K.M.Thanda-48.00, H.Kolachi-252.00, N.Basapura-117.16, Mirakoranahalli-0.
757.16
-
250619.96
... More
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 125mm dia of 6 KSC. and engineering incharge of work. Tamalapura-642.00, M.M.Vada-0, K.M.Thanda-0, H.Kolachi-230.00, N.Basapura-61.45, Mirakoranahalli-0.
933.45
-
378980.7
... More
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 140mm dia of 6 KSC. and engineering incharge of work. Tamalapura-109.00, M.M.Vada-125.00, K.M.Thanda-239.00, H.Kolachi-131.00, N.Basapura-0, Mirakoranahalli-0.
604
-
312872
... More
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 200mm dia of 6 KSC. and engineering incharge of work. Tamalapura-21.00, M.M.Vada-0, K.M.Thanda-0, H.Kolachi-0, N.Basapura-0, Mirakoranahalli-0.
21
-
16611
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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 200mm dia of 6 KSC. and engineering incharge of work. Tamalapura-0, M.M.Vada-0, K.M.Thanda-0, H.Kolachi-0, N.Basapura-347.30, Mirakoranahalli-0.
347.3
-
337228.3
... More
Giving hydraulic test for C.I. / R.C.C. / P.V.C. / H.D.P.E/ D.I /A.C. pipelines to the pressure equal to two times the working pressure including cost of supply of water. Above 80mm & upto 100mmUpto 80mm dia. Tamalapura-88.00, M.M.Vada-6.00, K.M.Thanda-176.00, H.Kolachi-584.00, N.Basapura-90.11, Mirakoranahalli-343.00.
1287.11
-
7182.07
... More
Giving hydraulic test for C.I. / R.C.C. / P.V.C. / H.D.P.E/ D.I /A.C. pipelines to the pressure equal to two times the working pressure including cost of supply of water. Upto 80mm dia. Tamalapura-1179.00, M.M.Vada-4378.00, K.M.Thanda-7066.00, H.Kolachi-4569.00, N.Basapura-2090.56, Mirakoranahalli-1419.00.
20701.56
-
96262.25
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Giving hydraulic test for C.I. / R.C.C. / P.V.C. / H.D.P.E/ D.I /A.C. pipelines to the pressure equal to two times the working pressure including cost of supply of water. Above 100mm & upto 150mm dia. Tamalapura-1010.00, M.M.Vada-197, K.M.Thanda-287, H.Kolachi-613, N.Basapura-178.61, Mirakoranahalli-0.
2285.61
-
15999.27
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Giving hydraulic test for C.I. / R.C.C. / P.V.C. / H.D.P.E/ D.I /A.C. pipelines to the pressure equal to two times the working pressure including cost of supply of water. Above150mm & upto 2000mm dia. Tamalapura-0, M.M.Vada-0, K.M.Thanda-0, H.Kolachi-0, N.Basapura-347.30, Mirakoranahalli-0.
347.3
-
3247.26
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ReRefilling the basement and pipeline trenches with selected earth from trench excavation including watering, consolidation in layers of 15 cms thick, including disposing of the surplus earth with a lead of 200 meters.and engineering incharge of work. Tamalapura-629.27, M.M.Vada-1050.74, K.M.Thanda-1900.00, H.Kolachi-1484.78, N.Basapura-568.23, Mirakoranahalli-519.59.
6152.61
-
633718.83
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Providing 80mm dia Sluice valve/ scour valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.. and engineering incharge of work. Tamalapura-3.00, M.M.Vada-18.00, K.M.Thanda-16.00, H.Kolachi-15.00, N.Basapura-11.00, Mirakoranahalli-6.00.
69
-
200100
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Providing 150mm dia Sluice valve/ scour valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.. and engineering incharge of work. Tamalapura-0, M.M.Vada-0, K.M.Thanda-0, H.Kolachi-0, N.Basapura-1.00, Mirakoranahalli-0.
1
-
4900
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Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications No. KSRB 1000,2300 MOST Specification No. 1000/2300 upto 150mm dia. Tamalapura-50.00, M.M.Vada-25.00, K.M.Thanda-50.00, H.Kolachi-50.00, N.Basapura-25.00, Mirakoranahalli-25.00.
225
-
87975
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Providing 100mm dia Sluice valve/ scour valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.. and engineering incharge of work. Tamalapura-0, M.M.Vada-0, K.M.Thanda-1.00, H.Kolachi-0, N.Basapura-0, Mirakoranahalli-0.
1
-
3800
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Supply and fixing of fixed height surface (Road Box) box H-4057 MD-KU With PP 40% GF Lid, Housing of PA+, Locking Clip of PP with Notched Bolt M12 X 130 Hexagon head A2-70 for service connection Valves, Designed Derived from DIN 4057, Should be Supplied with support tile I (FSL, FSS, SI) Should be able to Receive class AA Traffic, and engineering incharge of work. Tamalapura-5.00, M.M.Vada-18, K.M.Thanda-17.00, H.Kolachi-15.00, N.Basapura-12.00, Mirakoranahalli-6.00.
73
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199655
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BULK FLOW METER Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually (other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications. In ordinary soil. and engineering incharge of work. Tamalapura-1.82, M.M.Vada-1.82, K.M.Thanda-1.82, H.Kolachi-3.65, N.Basapura-3.65, Mirakoranahalli-1.82.
9.74
-
2425.26
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Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually (other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications. In Hard Soil. and engineering incharge of work. Tamalapura-1.82, M.M.Vada-1.82, K.M.Thanda-1.82, H.Kolachi-3.65, N.Basapura-3.65, Mirakoranahalli-1.82.
14.58
-
5073.84
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Providing and laying in position plain cement concrete of grade M10 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.and engineering incharge of work TAMALAPURA (0.34). Tamalapura-0.34, M.M.Vada-0.34, K.M.Thanda-0.34, H.Kolachi-0.68, N.Basapura-0.68, Mirakoranahalli-0.34.
2.72
-
14285.44
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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 . and engineering incharge of work TAMALAPURA (0.53 ). Tamalapura-0.53, M.M.Vada-0.53, K.M.Thanda-0.53, H.Kolachi-1.06, N.Basapura-1.06, Mirakoranahalli-0.53.
4.24
-
24498.72
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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.and engineering incharge of work. Tamalapura-0.16, M.M.Vada-0.16, K.M.Thanda-0.16, H.Kolachi-0.32, N.Basapura-0.32, Mirakoranahalli-0.16.
1.28
-
7695.36
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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.and engineering incharge of work. Tamalapura-0.13, M.M.Vada-0.13, K.M.Thanda-0.13, H.Kolachi-0.26, N.Basapura-0.26, Mirakoranahalli-0.13.
1.04
-
74277.84
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Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S.shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.)and engineering incharge of work. Tamalapura-1.00, M.M.Vada-1.00, K.M.Thanda-1.00, H.Kolachi-2.00, N.Basapura-2.00, Mirakoranahalli-1.00.
8
-
14544
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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)and engineering incharge of work. Tamalapura-0.72, M.M.Vada-0.72, K.M.Thanda-0.72, H.Kolachi-1.44, N.Basapura-1.44, Mirakoranahalli-0.81.
5.85
-
602.55
... More
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.( RWS 2019-20 Page no 111 Item no.15.40.4) 150 mm Dia 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.and engineering incharge of work. Tamalapura-1.00, M.M.Vada-1.00, K.M.Thanda-1.00, H.Kolachi-2.00, N.Basapura-2.00, Mirakoranahalli-1.00.
8
-
316792
... More
Estimate For House hold Taps for new Proposed. Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc.in the following classification.and engineering incharge of work Cement Concrete Road Surface. Tamalapura-96.48, M.M.Vada-106.56, K.M.Thanda-4.32, H.Kolachi-136.80, N.Basapura-44.28, Mirakoranahalli-6.84.
395.28
-
437179.68
... 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)and engineering incharge of work. Tamalapura-270.68, M.M.Vada-298.96, K.M.Thanda-12.12, H.Kolachi-383.80, N.Basapura-118.08, Mirakoranahalli-19.19.
1102.83
-
288941.46
... More
Supply and delivery at site special moulded variety 25 mm dia PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments , RWS SR 2019-20 P N.313 I No. 15.46, For 75mm Dia. Tamalapura-268.00, M.M.Vada-296.00, K.M.Thanda-12.00, H.Kolachi-380.00, N.Basapura-0, Mirakoranahalli-19.00.
975
-
87750
... More
Providing and fixing Chorinted Poly Venyl Chloride(CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (External work) -15mm nominal OD pipes.and engineering incharge of work. Tamalapura-0, M.M.Vada-0, K.M.Thanda-0, H.Kolachi-0, N.Basapura-738.00, Mirakoranahalli-0.
738
-
92988
... More
Providing and fixing Chorinted Poly Venyl Chloride(CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (External work) -25mm nominal OD pipes.and engineering incharge of work. Tamalapura-1072.00, M.M.Vada-1184.00, K.M.Thanda-48.00, H.Kolachi-1520.00, N.Basapura-0, Mirakoranahalli-76.00.
3900
-
698100
... More
Supply and delivery at site special moulded variety 25 mm dia PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments ( RDW & S SR 2019-20 P. No 278 I. No.15.43). Tamalapura-536.00, M.M.Vada-592.00, K.M.Thanda-24.00, H.Kolachi-760.00, N.Basapura-492.00, Mirakoranahalli-38.00.
2442
-
85470
... More
Supply and delivery at site special moulded varity 25mm dia PVC bend as per IS 7834/1987 and fabricated as per IG 124/1984 with ISI mark with its latest amendment ( RWS & S SR 2019-20 P. No.279 I.No.15.45). Tamalapura-536.00, M.M.Vada-592.00, K.M.Thanda-24.00, H.Kolachi-760.00, N.Basapura-492.00, Mirakoranahalli-38.00.
2442
-
97680
... More
Supply and delivery at site special moulded variety 25 mm dia PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendmentsand engineering incharge of work. Tamalapura-536.00, M.M.Vada-592.00, K.M.Thanda-24.00, H.Kolachi-760.00, N.Basapura-492.00, Mirakoranahalli-38.00.
2442
-
36630
... More
KSRB 13-5: Provding and fixing water meter with Stop cock, jam nut socket in GI pipe line including cutting and threading the pipe and making long screws inluding cost of all materials labour,HOM of equipments and testing complete as per specifications sepecification No.KBS 13.2.19 /13.16and engineering incharge of work. Tamalapura-268.00, M.M.Vada-296.00, K.M.Thanda-12.00, H.Kolachi-380.00, N.Basapura-246.00, Mirakoranahalli-19.00.
1221
-
1611720
... More
KSRB 13.6.1Providing and fixing in position brass bib cock of approved quality 25 mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. with all lead & lift loading and unloading cost & conveyance of materials labour charges etc complete and as directed by the Engineer -in-charge. Tamalapura-268.00, M.M.Vada-296.00, K.M.Thanda-12.00, H.Kolachi-380.00, N.Basapura-246.00, Mirakoranahalli-19.00.
1221
-
288156
... 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,d isposal of excess earth with all lead and lifts etc complete as per drawing enclosed.and engineering incharge of work. Tamalapura-268.00, M.M.Vada-296.00, K.M.Thanda-12.00, H.Kolachi-380.00, N.Basapura-246.00, Mirakoranahalli-19.00.
1221
-
610500
... More
Flow control Valve 10 LPM: Providing, & fixing Flow control valve using food grade materials SS 316 ball/1/2(15mm) including cost of all materials, lobour charges, HOM and testing complete as per of fllowing specification. The FCV nominal design is for 10Ltr/Min. Discharges at 0.5 bar pressure loss and should not exceed the flow the range of 7 grade stainless steel SS-316. MOC of Ball stainless 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: 0.1kgf(10 cm head). Designed pressure: 1 meter to 50 meters. Accuracy of valves:-+20% of average flow rate. Orifice size: not be less than 12mm. Ball size: not less than 12mm. Weight of FCV: not less than 125gms. 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 particls if any entered in the valve to avoid choking. The FCV shall be got tested from FCIR by the manufacturer as per above standards, The quantum of checking to be done from FCRI is attached herewith. The FCV should be fitted on Saddle, which is fixed on Distribution pipeline. Tamalapura-268.00, M.M.Vada-296.00, K.M.Thanda-12.00, H.Kolachi-380.00, N.Basapura-246.00, Mirakoranahalli-19.00.
1221
-
403418.4
... 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)and engineering incharge of work. Tamalapura-270.68, M.M.Vada-298.96, K.M.Thanda-12.12, H.Kolachi-383.80, N.Basapura-118.08, Mirakoranahalli-19.19.
1102.83
-
113591.49
... More
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and technical specification clause 1501 M-20 and as per directed by Engineer Incharge of Work. Tamalapura-72.36, M.M.Vada-79.92, K.M.Thanda-3.24, H.Kolachi-102.60, N.Basapura-33.21, Mirakoranahalli-5.13.
296.46
-
1408481.46
... More
PART-B Estimate For House hold Taps for new Proposed. Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc.in the following classification.and engineering incharge of work Cement Concrete Road surface. Tamalapura-2.70, M.M.Vada-47.16, K.M.Thanda-65.70, H.Kolachi-8.10, N.Basapura-0, Mirakoranahalli-23.04.
146.7
-
162250.2
... 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)and engineering incharge of work. Tamalapura-7.20, M.M.Vada-125.76.00, K.M.Thanda-175.20, H.Kolachi-21.60, N.Basapura-0, Mirakoranahalli-61.44.
391.2
-
102494.4
... More
Providing and fixing Chorinted Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete. (External work) - 15mm nominal OD pipes. (PWD 2018-19 Page no 99 I no.13.87.1). Tamalapura-45.00, M.M.Vada-786.00, K.M.Thanda-1095.00, H.Kolachi-135.00, N.Basapura-0, Mirakoranahalli-384.00.
2445
-
308070
... More
Supply and delivery at site special moulded variety 25 mm dia PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments ( RDW & S SR 2019-20 P. No 278 I. No.15.43). Tamalapura-30.00, M.M.Vada-524.00, K.M.Thanda-730.00, H.Kolachi-90.00, N.Basapura-0, Mirakoranahalli-256.00.
1630
-
57050
... More
Supply and delivery at site special moulded varity 25mm dia PVC bend as per IS 7834/1987 and fabricated as per IG 124/1984 with ISI mark with its latest amendment ( RWS & S SR 2019-20 P. No.279 I.No.15.45) Tamalapura-30.00, M.M.Vada-524.00, K.M.Thanda-730.00, H.Kolachi-90.00, N.Basapura-0, Mirakoranahalli-256.00.
1630
-
65200
... More
Supply and delivery at site special moulded variety 25 mm dia PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendmentsand engineering incharge of work. Tamalapura-30.00, M.M.Vada-524.00, K.M.Thanda-730.00, H.Kolachi-90.00, N.Basapura-0, Mirakoranahalli-256.00.
1630
-
24450
... More
KSRB 13-5: Provding and fixing water meter with Stop cock, jam nut socket in GI pipe line including cutting and threading the pipe and making long screws inluding cost of all materials labour,HOM of equipments and testing complete as per specifications sepecification No.KBS 13.2.19 /13.16and engineering incharge of work. Tamalapura-15.00, M.M.Vada-262.00, K.M.Thanda-365.00, H.Kolachi-45.00, N.Basapura-0, Mirakoranahalli-128.00.
815
-
1075800
... More
KSRB 13.6.1Providing and fixing in position brass bib cock of approved quality 25 mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications. with all lead & lift loading and unloading cost & conveyance of materials labour charges etc complete and as directed by the Engineer -in-charge. Tamalapura-15.00, M.M.Vada-262.00, K.M.Thanda-365.00, H.Kolachi-45.00, N.Basapura-0, Mirakoranahalli-128.00.
815
-
192340
... 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,d isposal of excess earth with all lead and lifts etc complete as per drawing enclosed.and engineering incharge of work. Tamalapura-15.00, M.M.Vada-262.00, K.M.Thanda-365.00, H.Kolachi-45.00, N.Basapura-0, Mirakoranahalli-128.00.
815
-
407500
... 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)and engineering incharge of work. Tamalapura-7.20, M.M.Vada-125.76, K.M.Thanda-175.20, H.Kolachi-21.60, N.Basapura-0, Mirakoranahalli-61.44.
391.2
-
40293.6
... More
Flow control Valve 10 LPM: Providing, & fixing Flow control valve using food grade materials SS 316 ball/1/2(15mm) including cost of all materials, lobour charges, HOM and testing complete as per of fllowing specification. The FCV nominal design is for 10Ltr/Min. Discharges at 0.5 bar pressure loss and should not exceed the flow the range of 7 grade stainless steel SS-316. MOC of Ball stainless 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: 0.1kgf(10 cm head). Designed pressure: 1 meter to 50 meters. Accuracy of valves:-+20% of average flow rate. Orifice size: not be less than 12mm. Ball size: not less than 12mm. Weight of FCV: not less than 125gms. 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 particls if any entered in the valve to avoid choking. The FCV shall be got tested from FCIR by the manufacturer as per above standards, The quantum of checking to be done from FCRI is attached herewith. The FCV should be fitted on Saddle, which is fixed on Distribution pipeline. Tamalapura-15.00, M.M.Vada-262.00, K.M.Thanda-365.00, H.Kolachi-45.00, N.Basapura-0, Mirakoranahalli-128.00.
815
-
269276
... More
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and technical specification clause 1501 M-20 and as per directed by Engineer Incharge of Work. Tamalapura-2.025, M.M.Vada-35.37, K.M.Thanda-49.275, H.Kolachi-6.075, N.Basapura-0, Mirakoranahalli-17.28.
110.025
-
522728.78
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