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
₹ 96,688Document Cost
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Description
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Contact
Tender Id
RWSSD/2020-21/WS/WORK_INDENT30058/CALL-3Bid Award Id
ViewTender No
RWSSD/2020-21/WS/WORK_INDENT30058/CALL-3Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
Cleaning RCC sump tanks and RCC overhead tanks with mechanical dewatering including removal of sludge, mud, dirt, algea etc and cleanuing the wall surface of tanks using high pressure jet, vacuum cleaning and spraying anti bacterial treatment to the wall and ceiling surfaces and UV treatment, including removing of sludge etc., using suitable coconut broomstick, squeesers I wipers I rubber brushes, coir brushes, plastic buckets, mugs, dewatering using motor with portal arrangement, hose pipe etc., complete including all safety measures. (I.No.-9.68 of RDWS & SD BGM SR 2019-20) ---- with all lead and lift as directed by the engineer-in-charge of the work.
50000
-
18500
Providing and applying Polymer based water proofing slurry having chemical resistance properties, capable of Withstanding a Temperature of 200 DegC for Protective Negative coating for Water Dampness & seepages, omprising of Portland cement, Lime stone, 1 Silica sand, Alumina cement, sodium aluminate in the form of powder composition at 3.30 kgs mixed with 1.0 liter of Acrylic emulsion, applied on 0.64 Sqm area/liter of slurry on a cleaned surface free of loose materials etc, complete on all masonry structures, overhead tank, sump tank, water closet areas, sunken slab and other such areas, filling tile joints, capable of Self curing within 3 to 4 hours � of its application in normal atmospheric condition, including cost of all materials, labour charges, HOM and machineries etc., complete. (I.No.-9.69.1 of RDWS & SD BGM SR 2019-20) ---- with all lead and lift as directed by the engineer-in-charge of the work.
1.5
-
4275.02
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. ("i) Hindi (Matras commas and the like not to be measured and paid for half letter shall be counted as half) " MORTH Specification No. 803 (I.No.- 15.104 of ROWS & SD BGM SR 2019-20) ---- with all lead and lift as directed by the engineer-in-charge of the work.
3500
-
3605
Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm 'C' section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with Necessary (M-15) bed for embedding the ladder bottom complete. (I.No.- 4.63 of ROWS & SD BGM SR 2019-20) ---- with all lead and lift as directed by the engineer-in-charge of the work.
5
-
15959.85
Providing 20mm thick cement plaster in single coat with cement mortar 1 :6 to stone masonry / concrete surface including rounding off comers wherever V 1-1'6quired smooth rendering,: Providing and removing scaffolding, including cost of materials, labour, curingcornplete as per specifications. (I.No.- 9.16 of ROWS & SD BGM SR 2019-20) ---- with all lead and lift as directed by the engineer-in-charge of the work.
56.16
-
14923.96
Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25crns. centre to centre with 11 necessary supports of same angle iron as directed V including hand railing on both sides with 25mm dia. G.I. pipes with angle iron props at 2 rntrs, interval and 0.5 rntr, 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. 65x65x8rnrn angle iron frame. (I.No.- 4.62 of ROWS & SD BGM SR 2019-20) ---- with all lead and lift as directed by the engineer-in-charge of the work.
12
-
22507.56
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 ---- with all lead and lift as directed by the engineer-in-charge of the work.
2
-
5800
Distribution Line : 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 ---- with all lead and lift as directed by the engineer-in-charge of the work.
604.6
-
163157.36
In Hard Soil ---- with all lead and lift as directed by the engineer-in-charge of the work.
403.07
-
108772.47
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. In Ordinary / Hard Soil ---- with all lead and lift as directed by the engineer-in-charge of the work.
431.86
-
57826.05
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. (RWS BGM. Circle SR 2019-20 Sl. No. 2.26) Cutting in CC Road surface ---- with all lead and lift as directed by the engineer-in-charge of the work.
151.44
-
172517.42
Asphalt Road surface ---- with all lead and lift as directed by the engineer-in-charge of the work.
17.21
-
9607.65
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. 63 mm dia ---- with all lead and lift as directed by the engineer-in-charge of the work.
3253
-
435576.7
75 mm dia ---- with all lead and lift as directed by the engineer-in-charge of the work.
496
-
82762.56
90 mm dia ---- with all lead and lift as directed by the engineer-in-charge of the work.
178
-
38501.4
110 mm dia ---- with all lead and lift as directed by the engineer-in-charge of the work.
516
-
153066.24
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) ---- with all lead and lift as directed by the engineer-in-charge of the work.
1007.67
-
106903.71
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. To restore CC road surface with concrete ---- with all lead and lift as directed by the engineer-in-charge of the work.
151.44
-
888480.31
Providing and applying Tack Coat with bitumen emulsion (RS1) using emulsion distributer at the rate of 0.2 to 0.25 kg per sq.m on the prepared bituminous surface cleaned with hydraulic broon as per technical Specification Clause-503 To restore Asphalt road surface with Bituminous Concrete ---- with all lead and lift as directed by the engineer-in-charge of the work.
57.36
-
602.28
Providing , laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm tp 0.9mm (Type-B) aggregates using penetration grade bitumen to required line, Grade and level to serve as wearing Coarse on a previously prepared base, including mixing in suitable plant, laying and rolling with a three wheel 8-10KN static roller and finishing to required level and grades as per technical specification clause-509 Bitumin (S-90) ---- with all lead and lift as directed by the engineer-in-charge of the work.
57.36
-
8672.83
Providing , laying, spreading and compacting stane aggregates of specific sizes to water bound macadem specification including spreading in uniform thickness, hand picking, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, apllying and brooming stone screening to fill up the interslices of coarse aggregate, watering and compacting to the required density grading three as per technical specification clause-405 By Manual Means ---- with all lead and lift as directed by the engineer-in-charge of the work.
17.21
-
44290.8
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. 50 mm dia ---- with all lead and lift as directed by the engineer-in-charge of the work.
11
-
65827.3
80 mm ---- with all lead and lift as directed by the engineer-in-charge of the work.
2
-
17617.12
100 mm ---- with all lead and lift as directed by the engineer-in-charge of the work.
3
-
33489.42
HHT Connection : 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 CC Road surface ---- with all lead and lift as directed by the engineer-in-charge of the work.
27
-
30757.86
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 ---- with all lead and lift as directed by the engineer-in-charge of the work.
61.24
-
16526.23
In Hard Soil ---- with all lead and lift as directed by the engineer-in-charge of the work.
26.24
-
7081.13
Approved make electrofusion 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 100 and colour of fitting -Blue / black for water applications EF tapping saddle is V regulated type.Design to fuse 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 it top-loading pillar type pressure exerting 1500 N(150KGS approx)Top load onEF saddle.Fusion time is 170 seconds and cooling time is 10 minutes,exerted pressure should not be removed after completing that 10 minutes cooling time 63 X 20,75X20, 90X20,110X20, 140X20 ---- with all lead and lift as directed by the engineer-in-charge of the work.
151
-
62363
Providing and fixing chorinated poly venail chloride ( CPVC) pipes confimeing to IS l5 778 having thermal stebility for hart cold water supply including all pvc plan and brass threaded fitings, this including jointing of pipes and fitings with one step salvent cement, trenching Reffilling testing ofjointscomplete (External works) 15 mm dia ---- with all lead and lift as directed by the engineer-in-charge of the work.
450
-
50557.5
Providing wrought mild steel (galvanised) l5mm dia GI Collor conforming to IS 1239-II, l99l with latest amendents if any 15 mm dia ---- with all lead and lift as directed by the engineer-in-charge of the work.
300
-
11400
Providing wrought mild steel (galvanised) l5mm dia GI elbow conforming to IS 1239-lI, l99l with lateSt amendents if any ---- with all lead and lift as directed by the engineer-in-charge of the work.
300
-
11400
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. 15 mm dia ---- with all lead and lift as directed by the engineer-in-charge of the work.
150
-
8250
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI bend confirming to IS 1239-II, 1991 with latest amendments if any.. ---- with all lead and lift as directed by the engineer-in-charge of the work.
300
-
19500
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) 15 MM DIA (FOR VERTICAL SUPPORT) ---- with all lead and lift as directed by the engineer-in-charge of the work.
240
-
31147.2
Providing & fixing flow control valve using food grade material SS 316 ball / 1/2" (15 mm ) including cost of all materials, labour charges, HOM and testing complete as per of following specification. The FCV nominal design is for 5 Ltr/min. Discharges at 0.5 bar pressure loss and should not exceed the flow the range of 7 Lit/Min at 1 bar or more pressure. MOC of valve :- Food 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 operatingpressure - 0.1 kgf (10 cm head). Designed pressure : 1 meter to 50 meters. Accuracy of Valves : +20% of average flow rate. Orifice size : not less than 12 mm. Weight of FCV : not less than 125 gms. Length : not be less than 70 mm. 15 mm dia ---- with all lead and lift as directed by the engineer-in-charge of the work.
150
-
38250
KSRB 13-5 : Providing and fixing water meter with stop cock, jam nut, socket in G.I pipe line including cutting and threading the pipe and making long screws including cost of all materials, labour, HOM of equipments and testing complete as per specifications. Specifications No. KBS 13.2.19 / 13.16 (PWP and IWD circle DWD SR 2018-19 page no 349 Item no 13.22). ---- with all lead and lift as directed by the engineer-in-charge of the work.
150
-
207900
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 ---- with all lead and lift as directed by the engineer-in-charge of the work.
150
-
77250
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. Relaying of Concrete ---- with all lead and lift as directed by the engineer-in-charge of the work.
18
-
105603.84
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) ---- with all lead and lift as directed by the engineer-in-charge of the work.
81
-
8593.29
RETROFITTING : 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 CC Road surface ---- with all lead and lift as directed by the engineer-in-charge of the work.
23.4
-
26656.81
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 ---- with all lead and lift as directed by the engineer-in-charge of the work.
51.6
-
13924.78
In Hard Soil ---- with all lead and lift as directed by the engineer-in-charge of the work.
22.11
-
5966.6
Approved make electrofusion 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 100 and colour of fitting -Blue / black for water applications EF tapping saddle is V regulated type.Design to fuse 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 it top-loading pillar type pressure exerting 1500 N(150KGS approx)Top load onEF saddle.Fusion time is 170 seconds and cooling time is 10 minutes,exerted pressure should not be removed after completing that 10 minutes cooling time 63 X 20,75X20, 90X20,110X20, 140X20 ---- with all lead and lift as directed by the engineer-in-charge of the work.
130
-
53690
Providing and fixing chorinated poly venail chloride ( CPVC) pipes confimeing to IS l5 778 having thermal stebility for hart cold water supply including all pvc plan and brass threaded fitings, this including jointing of pipes and fitings with one step salvent cement, trenching Reffilling testing ofjointscomplete (External works) 15 mm dia ---- with all lead and lift as directed by the engineer-in-charge of the work.
390
-
43816.5
Providing wrought mild steel (galvanised) l5mm dia GI Collor conforming to IS 1239-II, l99l with latest amendents if any 15 mm dia ---- with all lead and lift as directed by the engineer-in-charge of the work.
260
-
9880
Providing wrought mild steel (galvanised) l5mm dia GI elbow conforming to IS 1239-lI, l99l with lateSt amendents if any ---- with all lead and lift as directed by the engineer-in-charge of the work.
260
-
9880
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. 15 mm dia ---- with all lead and lift as directed by the engineer-in-charge of the work.
130
-
7150
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI bend confirming to IS 1239-II, 1991 with latest amendments if any.. ---- with all lead and lift as directed by the engineer-in-charge of the work.
260
-
16900
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) 15 MM DIA (FOR VERTICAL SUPPORT) ---- with all lead and lift as directed by the engineer-in-charge of the work.
208
-
26994.24
Providing & fixing flow control valve using food grade material SS 316 ball / 1/2" (15 mm ) including cost of all materials, labour charges, HOM and testing complete as per of following specification. The FCV nominal design is for 5 Ltr/min. Discharges at 0.5 bar pressure loss and should not exceed the flow the range of 7 Lit/Min at 1 bar or more pressure. MOC of valve :- Food 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 operatingpressure - 0.1 kgf (10 cm head). Designed pressure : 1 meter to 50 meters. Accuracy of Valves : +20% of average flow rate. Orifice size : not less than 12 mm. Weight of FCV : not less than 125 gms. Length : not be less than 70 mm. 15 mm dia ---- with all lead and lift as directed by the engineer-in-charge of the work.
130
-
33150
KSRB 13-5 : Providing and fixing water meter with stop cock, jam nut, socket in G.I pipe line including cutting and threading the pipe and making long screws including cost of all materials, labour, HOM of equipments and testing complete as per specifications. Specifications No. KBS 13.2.19 / 13.16 (PWP and IWD circle DWD SR 2018-19 page no 349 Item no 13.22). ---- with all lead and lift as directed by the engineer-in-charge of the work.
130
-
180180
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 ---- with all lead and lift as directed by the engineer-in-charge of the work.
130
-
66950
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. Relaying of Concrete ---- with all lead and lift as directed by the engineer-in-charge of the work.
15.6
-
91523.33
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) ---- with all lead and lift as directed by the engineer-in-charge of the work.
70.2
-
7447.52
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