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.
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Tender Id
RWSSD/2020-21/WS/WORK_INDENT32834Bid Award Id
ViewTender No
RWSSD/2020-21/WS/WORK_INDENT32834Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
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Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 1.50 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed (Manual Means) In Ordinary rock without blasting Nagenahlli = 122.772, Ramasagar =0
122.772
-
76315.08
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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 Ordinary rock Nagenahlli = 167.33, Ramasagar =0
167.33
-
22840.55
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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. Hardrock( without blasting) Nagenahlli = 167.33, Ramasagar =0
167.33
-
30571.19
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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 Asphalt road surface Nagenahlli = 23.91, Ramasagar =0
23.91
-
13607.18
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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 Macadam road surface Nagenahlli = 171.14, Ramasagar =0
171.14
-
62175.16
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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 encasingthe 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 110mmdia,Coils shall be used.140mm dia HDPE pipe Nagenahlli = 0, Ramasagar =276
276
-
150116.4
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upplying 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 encasingthe 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 110mmdia,Coils shall be used.110mm dia HDPE pipe Nagenahlli = 0, Ramasagar =525
525
-
182463.75
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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. 63 mm dia HDPE PN-6 Nagenahlli = 4771, Ramasagar =0
4771
-
651241.5
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75 mm dia HDPE PN-6 Nagenahlli = 142, Ramasagar =0
142
-
24154.2
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90 mm dia HDPE PN-6 Nagenahlli = 248, Ramasagar =0
248
-
54684
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110 mm dia HDPE PN-6 Nagenahlli = 151, Ramasagar =0
151
-
45662.4
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140 mm dia HDPE PN-6 Nagenahlli = 142, Ramasagar =0
142
-
67244.1
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200 mm dia HDPE PN-6 Nagenahlli = 161, Ramasagar =0
161
-
141325.8
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Providing and installing at Site of work PVC pipes including cost of pipes and specials and labour. Including lowering into trenches, laying true to line, level and perfect linking of joints leak proof including jointing of approved type with all labout and lift charges. handling charges with all lead including encasing the pipes alround to adepth not less than 15 cms thick with gravel or selected earth available from the excavation etc., complete. 90mm 4Ksc Nagenahlli = 0, Ramasagar =875
875
-
130462.5
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Providing and installing at Site of work PVC pipes including cost of pipes and specials and labour. Including lowering into trenches, laying true to line, level and perfect linking of joints leak proof including jointing of approved type with all labout and lift charges. handling charges with all lead including encasing the pipes alround to adepth not less than 15 cms thick with gravel or selected earth available from the excavation etc., complete 75 mm4ksc Nagenahlli = 0, Ramasagar =29
29
-
3593.1
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Providing and installing at Site of work PVC pipes including cost of pipes and specials and labour. Including lowering into trenches, laying true to line, level and perfect linking of joints leak proof including jointing of approved type with all labout and lift charges. handling charges with all lead including encasing the pipes alround to adepth not less than 15 cms thick with gravel or selected earth available from the excavation etc., complete.63 mm4ksc Nagenahlli = 0, Ramasagar =665
665
-
67032
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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 a lead of 200 meters. Nagenahlli = 478.07, Ramasagar =1276.8
1754.87
-
189789.19
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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 15cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Nagenahlli = 0.27, Ramasagar =75.42
75.69
-
431626.01
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Estimate for Distribution Chambers: Providing 80 mm dia Sluice valve/ scour valve confirming to IS1538 (Part-I to XXII) 1978 with latest amendments if any cost ofall materials, labour charges etc. complete. 150 mm dia Nagenahlli = 0, Ramasagar =3
3
-
15435
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DO 80 mm dia Nagenahlli = 0, Ramasagar =7
7
-
21315
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DO 100 mm dia Nagenahlli = 0, Ramasagar =5
5
-
19950
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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. 50 mm dia Nagenahlli = 10, Ramasagar =0
10
-
61005
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80 mm dia Nagenahlli = 2, Ramasagar =0
2
-
17959.2
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100 mm dia Nagenahlli = 2, Ramasagar =0
2
-
22759.8
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150 mm dia Nagenahlli = 1, Ramasagar =0
1
-
19913.25
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200 mm dia Nagenahlli = 1, Ramasagar =0
1
-
31586.1
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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. Bulk Flow meter 200 mm dia Nagenahlli = 1, Ramasagar =0
1
-
45665
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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 Nagenahlli = 14, Ramasagar =15
29
-
79315
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Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Nagenahlli = 30, Ramasagar =0
30
-
48258
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications, Rubble stone masonry in cement mortar.MORTH Specification Nagenahlli = 0.16, Ramasagar =0
0.16
-
58.8
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and complete as per specifications, Lime /Cement Concrete, By Manual Means, Cement Concrete Grade M-15 & M-20MORTH Specification existing corss drainage slab cd etc Nagenahlli = 0.14, Ramasagar =0
0.14
-
81.73
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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.For deck slab Nagenahlli = 0.14, Ramasagar =0
0.14
-
849.37
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Restoration of Roads. 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. For Asphalt road, For CC road Nagenahlli = 143.43, Ramasagar =0
143.43
-
817916.75
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3 No of Construction of RCC valve chamber of size 1.0m X1.0m : 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. a) In ordinary soil Nagenahlli = 13.11, Ramasagar =0
13.11
-
4115.88
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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. Bed Concrete Nagenahlli = 0.96, Ramasagar =0
0.96
-
5294.02
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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. Nagenahlli = 4.05, Ramasagar =0
4.05
-
24570.94
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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. Nagenahlli = 8.73, Ramasagar =0
8.73
-
2410.79
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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 Nagenahlli = 28.98, Ramasagar =0
28.98
-
10954.44
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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. TMT bars Fe 500 Nagenahlli = 303.75, Ramasagar =0
303.75
-
22778.21
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1032 House hold Taps for New Proposed (Nagenahalli: 320 , Ramasagar: 712) Distribution pipeline net work: 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 Nagenahlli = 7.21, Ramasagar =142.4
149.61
-
173742.09
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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. Cutting in Cutting in Aspalt road surface Nagenahlli = 0.89, Ramasagar =0
0.89
-
506.5
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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 cutting in Macadam road surface Nagenahlli = 7.53, Ramasagar =0
7.53
-
2735.65
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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 Nagenahlli = 7, Ramasagar =334.64
341.64
-
93985.16
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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 Hard soil Nagenahlli = 4.67, Ramasagar =334.64
339.31
-
93344.18
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Supply and delivery at site special moulded variety 75 mm dia PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments Nagenahlli = 0, Ramasagar =712
712
-
89712
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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. Nagenahlli = 0, Ramasagar =5696
5696
-
1070563.2
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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 Nagenahlli = 0, Ramasagar =2848
2848
-
104664
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Supply and delivery at site special moulded variety 25 mm dia PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments Nagenahlli = 0, Ramasagar =2848
2848
-
44856
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Providing and fixing in position brass bib cock of approved quality 25mm 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 Nagenahlli = 0, Ramasagar =712
712
-
176433.6
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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. Nagenahlli = 320, Ramasagar =0
320
-
132160
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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. 20mm nominal OD pipes Nagenahlli = 960, Ramasagar =0
960
-
107856
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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. For vertical support 20mm dia Nagenahlli = 384, Ramasagar =0
384
-
43142.4
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PP Make Female Threaded Elbow with SS304/ Brass/Plastic inserts suitable for a Pressure Rating PN16 (FTE 90 deg ) 20x15mm ( �inch) 20x 20 mm dia elbow Nagenahlli = 960, Ramasagar =0
960
-
96288
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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 Nagenahlli = 320, Ramasagar =0
320
-
33984
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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. Nagenahlli = 320, Ramasagar =0
320
-
63840
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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) For Crossing drain 32 mm dia Nagenahlli = 240, Ramasagar =0
240
-
70812
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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, labour charges, HOM and testing complete as per of following 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 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 operating pressure- 0.1 kgf( 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 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 checking to be done from FCRI is attached herewith. The FCV should be fitted on Saddle, which is fixed on distribution pipeline. Nagenahlli = 320, Ramasagar =712
1032
-
340972.8
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Nagenahlli = 0, Ramasagar =676.4
676.4
-
73152.66
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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 and testing complete as per specifications.water meter sett Nagenahlli = 320, Ramasagar =712
1032
-
1430352
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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 Nagenahlli = 320, Ramasagar =712
1032
-
541800
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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. Nagenahlli = 5.8485, Ramasagar =142.4
148.2485
-
739545.05
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802 Retro Fitting for Converting H.H.C to F.H.T.C(Nagenahalli: 309 , Ramasagar: 493) 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 Nagenahlli = 4.88, Ramasagar =0
4.88
-
5667.14
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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 Aspalt road surface Nagenahlli = 0.73, Ramasagar =0
0.73
-
415.44
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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. utting in Macadam road surface Nagenahlli = 5.36, Ramasagar =0
5.36
-
1947.29
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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) a)In Ordinary soil Nagenahlli = 4.54, Ramasagar =133.11
137.65
-
37867.52
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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) b)In Hard soil Nagenahlli = 3.03, Ramasagar =133.11
136.14
-
37452.11
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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. 20mm nominal OD pipes Nagenahlli = 618, Ramasagar =0
618
-
69432.3
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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. For vertical support 20mm dia Nagenahlli = 370.8, Ramasagar =0
370.8
-
41659.38
... More
PP Make Female Threaded Elbow with SS304/ Brass/Plastic inserts suitable for a Pressure Rating PN16 (FTE 90 deg ) 20x15mm ( �inch) 20x 20 mm dia elbow Nagenahlli = 927, Ramasagar =0
927
-
92978.1
... More
PP Make Adopter suitable for a Pressure Rating PN16 (Both side adopter ) 20x15mm ( �inch) 20 x 20 mm dia Adopter Nagenahlli = 309, Ramasagar =0
309
-
32815.8
... More
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. Bib cock Nagenahlli = 309, Ramasagar =0
309
-
61645.5
... 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) For Crossing drain 32 mm dia Nagenahlli = 231.75, Ramasagar =0
231.75
-
68377.84
... 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) Nagenahlli = 0, Ramasagar =739.5
739.5
-
100165.28
... More
Providing wrought middle steel(galvanized) 20 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. Nagenahlli = 0, Ramasagar =493
493
-
33647.25
... More
Supply and delivery at site wrought middle steel(galvanized) 20 mm dia GI elbow confirming to IS 1239-II, 1991with latest amendments if any Nagenahlli = 0, Ramasagar =986
986
-
67294.5
... More
Supply and delivery at site wrought middle steel(galvanized) 20 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any. Nagenahlli = 0, Ramasagar =493
493
-
44000.25
... More
Supply and delivery at site wrought middle steel(galvanized) 20 mm dia GI bend confirming to IS 1239-II, 1991 with latest amendments if any Nagenahlli = 0, Ramasagar =493
493
-
41412
... More
Providing and fixing in position brass bib cock of approved quality 15mm 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 Nagenahlli = 0, Ramasagar =493
493
-
89553.45
... 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, labour charges, HOM and testing complete as per of following 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 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 operating pressure- 0.1 kgf( 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 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 checking to be done from FCRI is attached herewith. The FCV should be fitted on Saddle, which is fixed on distribution pipeline. Nagenahlli = 309, Ramasagar =493
802
-
264980.8
... More
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 and testing complete as per specifications. water meter sett Nagenahlli = 309, Ramasagar =493
802
-
1111572
... 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 Nagenahlli = 309, Ramasagar =493
802
-
421050
... 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. Nagenahlli = 10.49575, Ramasagar =0
10.4958
-
52358.82
... 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) Nagenahlli = 0, Ramasagar =266.22
266.22
-
28791.69
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