Kuvempu University 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
₹ 10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
KU:EB:SP-1:DIS:7596 :2020-21Bid Award Id
ViewTender No
KU:EB:SP-1:DIS:7596 :2020-21Tender Authority
Kuvempu University ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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 Ordinary Rock (not requiring blasting)
423.4
-
75881.75
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.
841.65
-
958790.85
Supplying HDPE pipes PE100 PN 6.0 / 6 Kg/cm2 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 inclusive 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.63mm Dia
7312.2
-
979103.58
Supplying HDPE pipes PE100 PN 6.0 / 6 Kg/cm2 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 inclusive 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.75mm Dia
385.63
-
64346.22
Supplying HDPE pipes PE100 PN 6.0 / 6 Kg/cm2 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 inclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 90mm dia,Coils shall be used.90mm Dia
633.74
-
137077.96
Supplying HDPE pipes PE100 PN 6.0 / 6 Kg/cm2 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 inclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 90mm dia,Coils shall be used. 110mm Dia
455.9
-
135238.18
Supplying HDPE pipes PE100 PN 6.0 / 6 Kg/cm2 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 inclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 90mm dia,Coils shall be used. 125mm Dia
156.23
-
57608.25
Supplying HDPE pipes PE100 PN 6.0 / 6 Kg/cm2 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 inclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 90mm dia,Coils shall be used. 140mm Dia
400.23
-
185918.84
Supplying HDPE pipes PE100 PN 6.0 / 6 Kg/cm2 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 inclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 90mm dia,Coils shall be used. 160mm Dia
7.686
-
4401.62
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)
2116.99
-
224591.47
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.
210.41
-
1199341.21
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.
631.24
-
3703409.33
Supply and delivery of Resilient seated soft sealing Sluice Valves PE-10 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. 80mm
16
-
140936.96
Supply and delivery of Resilient seated soft sealing Sluice Valves PE-10 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. 100mm
3
-
33489.42
Supply and delivery of Resilient seated soft sealing Sluice Valves PE-10 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. 150mm
3
-
58601.85
Supplying and fixing of fixed height surface box H4057 MD-KU with PP 40% GI lid Hauling of PA+, locking clip of PP with notched bolt M12X130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, should be supplied with support file I (FSL, FSS, SI) should be able to receive class AA traffic loads
22
-
60170
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.
143.37
-
163324.24
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) Ordinary Soil
289.79
-
78202.73
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) Hard Soil
124.2
-
33516.61
Approved and make electrofusion saddle complywith 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 fusion voltage of 40 volt AC.EF tapping saddleshall have moulded SS/Brass metal female threaded outlet.EF tapping saddle is fused by using a top loading pillar type pressure exerting 1500N(150 kilogram approx)top load on EF saddle.Fusion time is 170 sec and cooling time is10 mins.Exerted pressure should be removed after completing the 10 mins cooling time. 63x20, 75x20, 90x20,140x20.
1062
-
438606
KSRB13-8.1 : Providing and fixing to wall, ceiling and floor, medium densitypolyethylene pipes 6.00 kgs/sq.cm working pressure 20mmoutside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.1 / 13.9 for internal water supply connection
2124
-
238631.4
Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. 15mm dia
2124
-
80712
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any. 15mm dia
2124
-
80712
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. 15mm dia
1062
-
58410
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.
1062
-
69030
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)
1699.2
-
220522.18
Supply and delivery at site 15 mm dia GM (copper alloy) Gate Valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark.
1062
-
547992
Providing and fixing water meter with stop cock, jam nut socket in GI pipe line including cutting and threading the pipe and making long screw includeing cost of materila, labour. Nom and Testing complete as per specification No: KBS 13.2.19/13.16
1062
-
1471932
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
1062
-
546930
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.
71.69
-
408634.43
Providing and laying in position plain cement concrete of mix M 20 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.
71.69
-
420596.63
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) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits.
394.27
-
41828.1
Providing, & fixing Flow control valve using food grade materials SS316 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 5Ltr/Min Discharges the range of 7 Lit/min at 1 bar or more 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 less than 12 mm.weight of FCV: 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 here with.The FCV should be fitted on Saddle,which is fixed on distribution pipeline.
1062
-
270810
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification.
51.71
-
58907
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) Ordinary Soil
104.51
-
28203.07
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) Hard Soil
44.79
-
12087.03
Approved and make electrofusion saddle complywith 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 fusion voltage of 40 volt AC.EF tapping saddleshall have moulded SS/Brass metal female threaded outlet.EF tapping saddle is fused by using a top loading pillar type pressure exerting 1500N(150 kilogram approx)top load on EF saddle.Fusion time is 170 sec and cooling time is10 mins.Exerted pressure should be removed after completing the 10 mins cooling time. 63x20, 75x20, 90x20,140x20.
383
-
158179
KSRB13-8.1 : Providing and fixing to wall, ceiling and floor, medium densitypolyethylene pipes 6.00 kgs/sq.cm working pressure 20mmoutside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.1 / 13.9 for internal water supply connection
689.4
-
77454.09
Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. 15mm dia
383
-
14554
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any. 15mm dia
766
-
29108
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. 15mm dia
383
-
21065
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.
383
-
24895
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)
612.8
-
79529.18
Supply and delivery at site 15 mm dia GM (copper alloy) Gate Valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark.
383
-
197628
Providing and fixing water meter with stop cock, jam nut socket in GI pipe line including cutting and threading the pipe and making long screw includeing cost of materila, labour. Nom and Testing complete as per specification No: KBS 13.2.19/13.16
383
-
530838
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
383
-
197245
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.
25.85
-
147345.52
Providing and laying in position plain cement concrete of mix M 20 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.
25.85
-
151658.85
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) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits.
142.19
-
15084.94
Providing, & fixing Flow control valve using food grade materials SS316 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 5Ltr/Min Discharges the range of 7 Lit/min at 1 bar or more 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 less than 12 mm.weight of FCV: 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 here with.The FCV should be fitted on Saddle,which is fixed on distribution pipeline.
383
-
97665
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials, stacking serviceable and unserviceable materials seperately complete as per specifications.MORTH Specification No. 202
0.68
-
628.96
Earthwork excavation for pipelinetrenches including depositing on bank upto a lead of 50 mtrsand 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 by Manual Means
6.3
-
1700.12
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 ommissioning. 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.
20
-
4387.8
Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cms thick including disposing of the surplus earth with a lead and lifts.(compacting with vibro roller).
6.3
-
668.37
Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III class B or IS 779 and IS 2373 with life cycle test certificate from FCRI/ NABL accredited lab. The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointer of the meter shall be as per ISO 4064 class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. Note: the above rates are basic rates inclusive of transportation charges, earth work excavation, labour charges, cutting and threading, conveyance, welding and hire charges for tools and plants ets., complete
1
-
25531
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
-
15048.3
Providing100 mm 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.
1
-
3800
Providing and laying in position plain cement concrete of mix M 20 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.
0.68
-
3989.48
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. Specification No KBS 2.1(a)/2.3.1 (RWS BGM circle SR 2019-20 Sl.no. 2.01) (Add 3% Area weightage 249+3%=256.47) Oridinary Soil
5.29
-
1356.73
Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 20mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregtes @ 0.56cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick,well compacted, in foundation,plinth and cills, ncluding cost of all materials, labour, HOM of machinery, curing complete as per specifications.(RWS BGM circle SR 2019-20 Sl.no. 4.05) (Add 3% Area weightage 5764+3%=5936.92) (For Bed Concrete)
0.66
-
3918.37
Providing and constructing granite / trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing complete as per specifications. (RWS BGM circle SR 2019-20 Sl.no. 5.02) (Add 3% Area weightage 5532+3%=5697.96) (For Walls)
2.74
-
15612.41
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. (RWS BGM circle SR 2019-20 Sl.no. 4.03) (Add 3% Area weightage 5696+3%=5866.88) (For Flooring)
0.08
-
469.35
15.3.1Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (RWS BGM circle SR 2019-20 Sl.no. 9.05) (Add 3% Area weightage 214+3%=220.42) (For Walls)
4
-
881.68
Providing and laying Reinforced cement concrete of mix design of M-20 Grade with cement @ 320 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @ 0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 machine mixing,laid in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary as per design and specifications etc., complete for RCC roof slab,top dome,ring beam of all spans (exclusive cost of steel and fabrication charges) (RWS BGM circle SR 2019-20 Sl.no. 11.08) (Add 3% Area weightage 9675+3%=9965.25)
0.49
-
3053.94
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.(RWS BGM circle SR 2019-20 Sl.no. 4.59) (Add 3% Area weightage 70307+3%=72416.21)
0.05
-
3620.81
Providing and fixing 60x60cms M.S inspection door with necessary M.Sframe made out ofM.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.) (RWS BGM circle SR 2019-20 Sl.no. 4.66) (Add 3% Area weightage 1818+3%=1872.54)
1
-
1872.54
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) .(RWS BGM circle SR 2019-20 Sl.no. 2.25) (Add 3% Area weightage 103+3%=106.09)
0.84
-
89.12
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements