Bengaluru Metropolitan Transport Corporation 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
₹ 50,000Document Cost
NATender Fee
NA
Summary
Depot Canteen At Bmtc Depot-40 (dasanapura).
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
Notification No:24-2/2020-21Bid Award Id
ViewTender No
Notification No:24-2/2020-21Tender Authority
Bengaluru Metropolitan Transport Corporation ViewPurchaser Address
-Website
http://https://www.mybmtc.karnataka.gov.in/
GEM & Bid Advisory Services
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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 Mechanical Means.(KRDW&S BGM. Circle SR 2019-20 Pg No. 11, Sl. No. 2.23)In Ordinary rock (Not required blasting)
306.31
-
54896.88
Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (for Trenches beyond 600mm to 1500mm 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(KRDW&S BGM. Circle SR 2019-20 Pg No. 12, Sl. No. 2.24)In Ordinary/Hard Soil (Depth Upto 3)
457.6
-
49018.11
Earth work excavatoin for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (for Trenches beyond 600mm to 1500mm 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(KRDW&S BGM. Circle SR 2019-20 Pg No. 12, Sl. No. 2.24)In Ordinary rock (Not required blasting)
114.4
-
16967.81
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 SR BGM 19-20 I.No 2.26.3 Cutting in Cement Concrete Road Surface
300
-
341754
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 SR BGM 19-20 I.No 2.26.3 Cutting in Asphalt Road surface
70.83
-
39541.56
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 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 (KRDW&S BGM. Circle SR 2019-20 Pg No. 96, Sl. No. 10.20)63mm dia 10.20.2.a
1590
-
212901
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 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 (KRDW&S BGM. Circle SR 2019-20 Pg No. 96, Sl. No. 10.20).75mm dia 10.20.2.a
2872
-
479221.92
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 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 (KRDW&S BGM. Circle SR 2019-20 Pg No. 96, Sl. No. 10.20).90mm dia 10.20.2.a
445
-
96253.5
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 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 (KRDW&S BGM. Circle SR 2019-20 Pg No. 96, Sl. No. 10.20).140mm dia 10.20.2.a
279
-
129603.87
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 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 (KRDW&S BGM. Circle SR 2019-20 Pg No. 96, Sl. No. 10.20).160mm dia 10.20.2.e
374
-
216261.76
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 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 (KRDW&S BGM. Circle SR 2019-20 Pg No. 96, Sl. No. 10.20).180mm dia 10.20.2.e
31
-
21987.68
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) (KRDW&S BGM. Circle SR 2019-20 Pg No. 12, Sl. No. 2.25)
1531.56
-
162483.2
Providing murrum or gravel bedding for the pipeline including watering and consolidation by punners etc. complete with all lead and lift. (in black cotton soil and rock reaches). (Compacting with vibro roller) (KRDW&S BGM. Circle SR 2019-20 ,Pg No. 12 Sl. No. 2.27)Bedding below Paver
522.18
-
139301.96
Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and HOM of machineries complete as per specifications. (KRDW&S BGM. Circle SR 2019-20 Pg No.64 ,Sl. No. 8.05)To restore Asphalt/CC road surface with Paver
1736.1
-
1997400.41
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. (KRDW&S BGM. Circle SR 2019-20 Pg No. 332 Sl. No. 15.107.1)50mm
5
-
29921.5
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. (KRDW&S BGM. Circle SR 2019-20 Pg No. 332 Sl. No. 15.107.1)80mm
14
-
123319.84
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. (KRDW&S BGM. Circle SR 2019-20 Pg No. 332 Sl. No. 15.107.1)100mm
4
-
44652.56
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. (KRDW&S BGM. Circle SR 2019-20 Pg No. 332 Sl. No. 15.107.1)150mm
3
-
58601.85
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. (KRDW&S BGM. Circle SR 2019-20 Pg No. 12, Sl. No. 2.26.3)Cutting in CC Road surface
124.56
-
141896.26
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)(KRDW&S BGM. Circle SR 2019-20 Pg No. 11, Sl. No. 2.22.)In Ordinary Soil and In hard Soil
359.67
-
97060.55
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 application, EF tapping saddle is V-regulated type. Designed to fuse at 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 piller type pressure exerting 1500N (150 kilograms approx.) top load on EF saddle. Fusion time is 170 secs and cooling time is 10 mins, exerted pressure should be removed after completing the 10 mins cooling time. 65x20, 75x20, 90x20, 110x20, 140x20.
692
-
285796
KSRB13-8.1 : Providing and fixing to wall, ceiling and floor, low density polyethylene pipes 6.00 kgf/sq.cm working pressure 20mm 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 of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.1 / 13.9
1384
-
155492.4
Providing wrought mild steel (galvanised) l5mm dia GI Collor conforming to IS 1239-II, l99l with latest amendents if any (KRDW&S BGM. circle SR 2019-20 Pg.No.322,Sl.no 15.72)15 mm Dia.
1384
-
52592
Providing wrought mild steel (galvanised) l5mm dia GI elbow conforming to IS 1239-lI, l99l with lateSt amendents if any (KRDW&S BGM. circle SR 2019-20 Pg.No.322, Sl.no 15.73)15 mm Dia.
1384
-
52592
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.(KRDW&S BGM. circle SR 2019-20 Pg No. 324 Sl.no 15.78)15 mm Dia.
692
-
38060
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.. (KRDW&S SR 2019-20 Pg No. 322 Sl.no 15.74)15 mm Dia.
1384
-
89960
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) (KRDW&S SR 2019-20 Pg No. 90 Sl.no 10.04.2a)l5 mm Dia(for vertical support)
1107.2
-
143692.42
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 15mm dia. As per Approved Comparative Statement SE RDW& SC Belgaum
692
-
176460
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).15mm diaPWD SR 2019-20 Sl No. 13.22, Pg No. 93 water meter
692
-
959112
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 (KRDW&S SR 2019-20, Pg No. 338 Sl. No. 15.113)Meter Box
692
-
356380
Providing and laying in position plain cement concrete of mix M10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0892cum and fine aggregtes @ 0.465cum, 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. (KRDW&S SR 2019-20, Pg No. 22 Sl. No. 4.02)Relaying of Concrete
62.28
-
354997.25
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. (KRDW&S SR 2019-20, Pg No.22 Sl. No. 4.03)Relaying of Concrete
62.28
-
365389.29
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)(KRDW&S BGM. Circle SR 2019-20 Pg No. 12, Sl. No. 2.25)
342.54
-
36340.07
Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. (KRDW&S BGM. Circle SR 2019-20 Pg No. 12, Sl. No. 2.26.3)Cutting in CC Road surface
13.86
-
15789.03
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)(KRDW&S BGM. Circle SR 2019-20 Pg No. 11, Sl. No. 2.22.)In Ordinary Soil and In hard Soil
40.03
-
10802.5
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 application, EF tapping saddle is V-regulated type. Designed to fuse at 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 piller type pressure exerting 1500N (150 kilograms approx.) top load on EF saddle. Fusion time is 170 secs and cooling time is 10 mins, exerted pressure should be removed after completing the 10 mins cooling time. 65x20, 75x20, 90x20, 110x20, 140x20.
77
-
31801
KSRB13-8.1 : Providing and fixing to wall, ceiling and floor, low density polyethylene pipes 6.00 kgf/sq.cm working pressure 20mm 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 of equipments and testing complete as per specifications. Specification No.KBS 13.2.15.1 / 13.9
154
-
17301.9
Providing wrought mild steel (galvanised) l5mm dia GI Collor conforming to IS 1239-II, l99l with latest amendents if any (KRDW&S BGM. circle SR 2019-20 Pg.No.322,Sl.no 15.72)15 mm Dia.
154
-
5852
Providing wrought mild steel (galvanised) l5mm dia GI elbow conforming to IS 1239-lI, l99l with lateSt amendents if any (KRDW&S BGM. circle SR 2019-20 Pg.No.322, Sl.no 15.73)15 mm Dia.
154
-
5852
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.(KRDW&S BGM. circle SR 2019-20 Pg No. 324 Sl.no 15.78)15 mm Dia.
77
-
4235
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.. (KRDW&S SR 2019-20 Pg No. 322 Sl.no 15.74)15 mm Dia.
154
-
10010
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) (KRDW&S SR 2019-20 Pg No. 90 Sl.no 10.04.2a)l5 mm Dia(for vertical support)
123.2
-
15988.9
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 15mm dia. As per Approved Comparative Statement SE RDW& SC Belgaum
77
-
19635
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).15mm diaPWD SR 2019-20 Sl No. 13.22, Pg No. 93 water meter
77
-
106722
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 (KRDW&S SR 2019-20, Pg No. 338 Sl. No. 15.113)Meter Box
77
-
39655
Providing and laying in position plain cement concrete of mix M10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0892cum and fine aggregtes @ 0.465cum, 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. (KRDW&S SR 2019-20, Pg No. 22 Sl. No. 4.02)Relaying of Concrete
6.93
-
39501.14
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. (KRDW&S SR 2019-20, Pg No.22 Sl. No. 4.03)Relaying of Concrete
6.93
-
40657.48
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)(KRDW&S BGM. Circle SR 2019-20 Pg No. 12, Sl. No. 2.25)
38.12
-
4044.15
Earth work in excavation of foundation of structures upto 3 m depth by Mechanical means as per drawing and technical specification, including setting out, providing shoring,strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc., complete.(RWS BGM. Circle SR 2019-20 Sl. No. 2.09 Pg. No. 09)
279.64
-
14977.52
Providing and Filling in foundation with granite / trap broken metal 100mm. And down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications (RWS BGM. Circle SR 2019-20 Sl. No. 2.13 Pg. No. 10)
10.49
-
23154.47
Providing sand cement bed with 5% cement with all leads for all materials and lift of 1.5 m. machine mixed, laid in layers of 15cms. thick and well compacted for foundation, including curing cost of materials labour and HOM complete as per specifications. (RWS BGM. Circle SR 2019-20 Sl. No. 2.14 Pg. No. 10)
6.99
-
22592.66
Providing and laying in position plain cement concrete of grade M 15 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum, 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. 4.41 Pg. No. 30)
6.76
-
39235.38
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 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 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 etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges). (RWS BGM. Circle SR 2019-20 Sl. No. 4.44 Pg. No. 30)
30.84
-
239827.26
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 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 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 etc., complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges). (RWS BGM. Circle SR 2019-20 Sl. No. 4.48.5 Pg. No. 32)
10.45
-
129332.33
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 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 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 etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials). (RWS BGM. Circle SR 2019-20 Sl. No. 4.52.6 Pg. No. 34)
41.55
-
760279.82
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) (KRDW&S BGM. Circle SR 2019-20 Pg No. 62, Sl. No. 2.25)
7.46
-
100319.69
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 Pg. No. 37)
11.03
-
798750.69
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. (RWS BGM. Circle SR 2019-20 Sl. No. 4.63 Pg. No. 38)
4
-
12767.88
Providing and constructing RCC hexagonal ventilator finial for RCC over head tank the finial to be constructed with CC (M-20) proportion using 20mm and down size jelly with reinforcement using 6mm dia., M.S. rods 4 nos., for each of the pillars both ways for full width of doom at 12cm c/c, the ventilator to be of 0.45 M x 0.5 M size provided with 25mm x 25mm x 5mm M.S. frame welded with diamond mesh to its full width and depth fully covered with aluminium mosquito mesh finished smooth with CM 1:3 proportion to required shape and size and ornamental finish including two coats of anti-corrosive paint for frame and mesh and two coats of cement paint matching to over head tank etc., complete. (RWS BGM. Circle SR 2019-20 Sl. No. 4.65 Pg. No. 39)
1
-
5949.28
Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.). (RWS BGM. Circle SR 2019-20 Sl. No. 4.66 Pg. No. 39)
1
-
1872.54
Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc complete (RWS BGM. Circle SR 2019-20 Sl. No. 10.18 b Pg. No. 94)-100mm dia (Inlet, Outlet And Overflow)
3
-
9801.48
Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc complete (RWS BGM. Circle SR 2019-20 Sl. No. 10.18 b Pg. No. 94)-100mm dia (Inlet, Outlet And Overflow)
1
-
7600.37
Supplying, and Fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc complete(RWS BGM. Circle SR 2019-20 Sl. No. 10.18 a Pg. No. 94)-80mm
1
-
2726.41
Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 71811986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete (RWS BGM. Circle SR 2019-20 Sl. No. 10.17 b Pg. No. 93)-100mm
28.5
-
70422.64
Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 71811986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete (RWS BGM. Circle SR 2019-20 Sl. No. 10.17 b Pg. No. 93)-100mm
12
-
63752.88
Supplying,,laying of CI flanged pipe true to line/hoisting of CI flanged pipe confirming to IS 71811986 with latest amendments in position and aligning to correct plumb including cost of jointing material,conveying to work spot with all lead and lifts etc complete (RWS BGM. Circle SR 2019-20 Sl. No. 10.17 a Pg. No. 93)-80mm
10
-
20270.4
Providing 100 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.(RWS BGM. Circle SR 2019-20 Sl. No. 15.59.1 Pg. No. 318)-100mm
2
-
7600
Providing 100 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.(RWS BGM. Circle SR 2019-20 Sl. No. 15.59.1 Pg. No. 318)-100mm
1
-
5500
Providing 80 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.(RWS BGM. Circle SR 2019-20 Sl. No. 15.59.1 Pg. No. 318)
1
-
2900
Providing 100 mm dia Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RWS BGM. Circle SR 2019-20 Sl. No. 15.58.1 Pg. No. 318)
2
-
840
Providing 100 mm dia Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RWS BGM. Circle SR 2019-20 Sl. No. 15.58.1 Pg. No. 318)
1
-
900
Providing 80 mm dia Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RWS BGM. Circle SR 2019-20 Sl. No. 15.58 Pg. No. 318)
1
-
350
Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank. (RWS BGM. Circle SR 2019-20 Sl. No. 4.70 Pg. No. 39)
405.13
-
88881.47
Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 6 M staging.(RWS BGM. Circle SR 2019-20 Sl. No. 4.72 Pg. No. 40)(upto 6m 9645.00, add 698 for every additional running meter i.e 9645+6*698=13833)
1
-
9934.35
Providing & fixing G.I. pipe railing of 32mm dia.,G.I. pipe B-class in two rows of roof dome flat slab of landing of elevated storage reservoir including cutting, welding, threading, painting, embedding in C.M. pillars with all lead and lifts etc., complete.(RWS BGM. Circle SR 2019-20 Sl. No. 4.64 Pg. No. 38)
58.76
-
41094.98
Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with all lead and lift etc., complete. 65x65x8mm angle iron frame.(RWS BGM. Circle SR 2019-20 Sl. No. 4.62 Pg. No. 38)
22.5
-
42201.68
Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“ii) English and Roman - Hyphen and the like not to be measured and paid for “ MORTH Specification No.801 .(RWS BGM. Circle SR 2019-20 Sl. No. 15.105 Pg. No. 331 )
3000
-
2160
Supply and fixing of Horizontal Mechanical Woltman type hermetically sealed water meters with copper Glass register with IP 68 protection. The meter shall be removable machanism type manufactured as ISO 4064-1: 1993 with MID certification. The meters shall be capable of transmitting consumption data on daily basis to central server through GSM/GPRS. The meter interface unit shall be fitted to the meter without wire. The consumption data shall be collected, stored and analysed by data logger. The data logger should provide data like flow rate, total flow, consumption analyses, reverse flow, meter tampering, daily flow distribution, leakage detection. The data logger shall also send alarms on blocked meter, flow rate above limit, pressure below or above limits. .(RWS BGM. Circle SR 2019-20 Sl. No. 15.41 Pg. No. 311 )
1
-
105060
Valve Chamber :-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)
15.87
-
4070.18
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)
1.98
-
11755.1
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)
8.25
-
47008.17
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)
0.24
-
1408.05
KSRB 15.3.1 Providing 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)
12
-
2645.04
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. 4.08)
1.47
-
9207.39
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 Pg. No. 37)
0.15
-
10862.43
Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.). (RWS BGM. Circle SR 2019-20 Sl. No. 4.66 Pg. No. 39)
3
-
5617.62
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) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits. (RWS BGM. Circle SR 2019-20 Sl. No. 2.25)
2.52
-
267.35
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) (KRDW&S BGM. Circle SR 2019-20 Pg No. 61, Sl. No. 2.22.1) In Ordinary Soil
5.38
-
1451.85
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 (KRDW&S BGM. Circle SR 2019-20 Pg No. 61, Sl. No. 2.22.3)
0.28
-
170.73
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 (Depth Upto 3).(KRDW&S BGM. Circle SR 2019-20 Pg No. 61, Sl. No. 2.23.1)
10.58
-
1416.66
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 rock (Not required blasting) (KRDW&S BGM. Circle SR 2019-20 Pg No. 61, Sl. No. 2.23.2)
2.65
-
474.93
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 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 (KRDW&S BGM. Circle SR 2019-20 Pg No. 96, Sl. No. 10.20).75mm dia 10.20.2.a
30
-
5005.8
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)
5.67
-
601.53
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.80mm
2
-
17617.12
Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 50. All internal parts such as float, shell etc., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour bule RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation
2
-
33709.84
Valve Chamber :-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)
10.58
-
2713.45
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)
1.32
-
7836.73
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)
5.5
-
31338.78
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)
0.16
-
938.7
KSRB 15.3.1 Providing 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)
8
-
1763.36
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. 4.08)
0.98
-
6138.26
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 Pg. No. 37)
0.1
-
7241.62
Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.). (RWS BGM. Circle SR 2019-20 Sl. No. 4.66 Pg. No. 39)
2
-
3745.08
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. (RWS BGM. Circle SR 2019-20 Sl. No. 2.25)
1.68
-
178.23
Thurst block :-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.
0.72
-
4104.01
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.-100mm
1
-
19451
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