Karnataka Urban Water Supply And Drainage Board 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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Description
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Contact
Tender Id
KUWSDB/2021-22/WT/WORK_INDENT2998Bid Award Id
ViewTender No
KUWSDB/2021-22/WT/WORK_INDENT2998Tender Authority
Karnataka Urban Water Supply And Drainage Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
Clearing and grubbibg road land including uprouting rank vegetation, grass, bushes, shrubs, splagings and trees of girth upto 300mm, by manual means, in area of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials labour charges complete as per specification with all lead and lift as directed by the Engineer In-Charge. for laying 250 mm to 600 mm dia Pipe line
6212
-
62120
Providing groove cutting for width of 5mm to 10mm and depth 80mm-100mm including cost of cutting machine ,generator & HOM,including cost of blade ,coolent etc ,including cleaning of groove and providing sand and hot bitumen fillars and filler material etc..,including cost of conveyance of all materials ,labour,lead and lift charges and all other incidental charges as per drwaing and as per specifications. with all lead and lift as directed by the Engineer In-Charge. For Asphalt pavement
44710
-
4471000
-do- For concrete pavement
14054
-
1897290
Earth work excavation for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed in the following strata with all lead and lift as directed by the Engineer In-Charge. 0-2 m In all soils mixed with boulders upto 30 cms.size and exclusive of disintegrated rock.
29209.29
-
7652833.98
-do- In disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone, hard shale, schiest, fissured rock without resorting to blasting
2842.02
-
1682475.84
-do- In hard rock by chistelling :
609.33
-
1453252.05
Earth work excavation for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed in the following strata with all lead and lift as directed by the Engineer In-Charge. 2-4 m In all soils mixed with boulders upto 30 cms.size and exclusive of disintegrated rock.
12688.67
-
4415657.16
-do- In disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone, hard shale, schiest, fissured rock without resorting to blasting
1127.88
-
747784.44
-do- In hard rock by chistelling :
281.97
-
721561.23
Earth work excavation for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed in the following strata with all lead and lift as directed by the Engineer In-Charge. 4-6 m In all soils mixed with boulders upto 30 cms.size and exclusive of disintegrated rock.
3360.05
-
1555703.15
-do- In disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone, hard shale, schiest, fissured rock without resorting to blasting
298.67
-
228781.22
-do- In hard rock by chistelling :
74.67
-
197576.82
Earth work in excavation for pipeline trenches beyond 600 mm and upto 1500 mm 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 as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., complete in the following strata with all lead and lift as directed by the Engineer In-Charge. (0 -3m) In all soils mixed with boulders upto 30 cms.size and exclusive of disintegrated rock.
37117.77
-
4008719.16
-do- in Ordinary rock comprising of lime stone, sand stone, hard laterite, fissured rock, conglomerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. dia in any direction of more than 300mm; found lying loose on the surface or embedded in river bed, soil, talus, slope wash and terrace material of dissimilar origin with all lead and lift as directed by the Engineer In-Charge.
3866.71
-
556806.24
-do- in Hard rock
770.81
-
652105.26
Earth work excavation for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed in the following strata.with all lead and lift as directed by the Engineer In-Charge.: For revamping works 0-2 m In all soils mixed with boulders upto 30 cms.size and exclusive of disintegrated rock.
4155.3
-
1633032.9
Earth work in excavation for pipeline trenches beyond 600 mm and upto 1500 mm 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 as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., complete in the following strata for revamping. with all lead and lift as directed by the Engineer In-Charge.: For revamping works ( 0-3 m) In all soils mixed with boulders upto 30 cms.size and exclusive of disintegrated rock.
9695.7
-
1570703.4
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness with Vibro Rollers including disposing off the surplus earth with all lead and lift as directed by the Engineer In-Charge.
96495.46
-
9939032.38
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness with Vibro Rollers including disposing off the surplus earth with all lead and lift with all lead and lift as directed by the Engineer In-Charge: for revamping works.
12466
-
1925997
Providing Sand Bedding for the pipeline trenches including watering and consolidation by punners etc., complete with all lead and lift as directed by the Engineer In-Charge.
584.7
-
989897.1
Supplying S&S RCC spun pipes NP-3 class conforming to IS 458:1988 with latest amendmentsand conveying to worksite, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials (excluding cost of specials) including perfect linking of joints with jack to correct position including cost of jointing materials ie., rubber rings confirming to IS for S&S RCC pipes with all lead and lift as directed by the Engineer In-Charge. & as directed and giving necessary hydraulic test to the required pressure as per ISS and testing & commissioning (contractor will make his own arrangements for procuring water for testing) 300mm dia
308
-
548240
-do- 350mm dia
1067
-
2375142
-do- 400mm dia
3442
-
8570580
-do- 450mm dia
1159
-
3213907
-do- 500mm dia
3422
-
10707438
-do- 600mm dia
1451
-
5837373
-do- 800mm dia
240
-
1418400
-do- 1000mm dia
450
-
3693150
Supplying S&S RCC spun pipes NP-3 class conforming to IS 458:1988 with latest amendmentsand conveying to worksite, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials (excluding cost of specials) including perfect linking of joints with jack to correct position including cost of jointing materials ie., rubber rings confirming to IS for S&S RCC pipes with all lead and lift as directed by the Engineer In-Charge. & as directed and giving necessary hydraulic test to the required pressure as per ISS and testing & commissioning (contractor will make his own arrangements for procuring water for testing): For revamping works: 300 mm dia
300
-
626850
-do- 350mm dia
250
-
637375
-do- 400mm dia
200
-
570400
-do- 450mm dia
150
-
475350
-do- 500mm dia
120
-
429000
-do- 600mm dia
80
-
359640
Supplying, lowering, laying, jointing, testing and commissioning glazed stoneware pipes conforming to IS 651:1992 with latest amendements, in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425). Rubber seals joints, pipe will have groves in interior of sockets and exterior of the spigots. The rubber gaskets shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joints includeing conveying of pipe to worksite and rolling and lowering into trenches into, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C - 425 including cleaning the socket and spigot with soap solutions and applying talcum powder for detecting then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc., and giving necessary hydrualic test to the required pressure of water head with all lead and lift as directed by the Engineer In-Charge. including costing of jointing of materials and disposal off debris as directed etc., complete (Contractor will make his own arrangements for procuring water for testing).150mm dia
13316
-
4540756
-do- 200 mm
817
-
339055
-do- 250 mm
294.6
-
144059.4
Supplying, lowering, laying, jointing, testing and commissioning glazed stoneware pipes conforming to IS 651:1992 with latest amendements, in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425). Rubber seals joints, pipe will have groves in interior of sockets and exterior of the spigots. The rubber gaskets shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joints includeing conveying of pipe to worksite and rolling and lowering into trenches into, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C - 425 including cleaning the socket and spigot with soap solutions and applying talcum powder for detecting then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc., and giving necessary hydrualic test to the required pressure of water head with all lead and lifts including costing of jointing of materials and disposal off debris as directed etc., complete (Contractor will make his own arrangements for procuring water for testing) with all lead and lift as directed by the Engineer In-Charge. For revamping works:. 200mm dia
1500
-
651000
-do- 250mm dia
415
-
211442.5
Supplying of Class SN 8 Double wall corrugated (external annual corrugated & smooth internal wall) (DWC) piping system with integral socket as per IS16098 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations including cost of rubber rings and cuts of pipes wherever necessary including jointing with all labour, all lead & lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing).with all lead and lift as directed by the Engineer In-Charge '-do- 150mm dia
3804
-
1323792
-do- 200mm dia
233
-
110675
-do-250mm dia
84.6
-
54144
Supplying of Class SN 8 Double wall corrugated (external annual corrugated & smooth internal wall) (DWC) piping system with integral socket as per IS16098 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations including cost of rubber rings and cuts of pipes wherever necessary including jointing with all labour, all lead & lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) with all lead and lift as directed by the Engineer In-Charge. for revamping works: 150mm dia
200
-
76200
-do- 170mm dia
180
-
82710
-do- 200mm dia
180
-
91710
-do- 250mm dia
150
-
102675
-do- 300mm dia
120
-
111900
-do- 400mm dia
100
-
148850
-do- 500mm dia
80
-
180560
-do- 600mm dia
60
-
194010
Supplying Unplasticised PVC pipes conforming to IS 15328:2003 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and including specials with jointing of approved type, with all labour, with all lead & lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing). with all lead and lift as directed by the Engineer In-Charge. Supply & laying of PVC - U Pipes as per IS 15328 SN 8 - Ring tite:.160mm dia
1903
-
825902
-do- 200mm dia
117
-
74997
-do- 250mm dia
41.8
-
39292
-do- 315mm dia
20
-
29300
Supplying Unplasticised PVC pipes conforming to IS 15328:2003 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and including specials with jointing of approved type, with all labour, with all lead & lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) with all lead and lift as directed by the Engineer In-Charge. Supply & laying of PVC - U Pipes as per IS 15328 SN 8 - Ring tite: for revamping 160mm dia
200
-
95900
-do- 200mm dia
150
-
104250
-do -250mm dia
100
-
99650
-do- 315mm dia
80
-
122680
Supply and laying of Ductile iron pipe conforming to IS 8329:2000 with latest amendments and conveying to worksite rolling lowering into trenches laying true to line and level and perfect linking at joints, testing and and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and including specials with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying soft soap to the spigot socket ends before insertion of rubber gaskets, jacking and fixing in perfect conditions including cost of soap solution, soft soap, waste etc., and giving necessary hydrualic test to the required pressure as per ISS with all lead and lift including cost of jointing materials, (contractor will make his own arrangements for procuring water for testing) with all lead and lift as directed by the Engineer In-Charge. 100mm dia K-7 class
150
-
136977
-do- 150mm dia K-7 class
150
-
198910.5
-do- 200mm dia K-7 class
150
-
277269
-do- 250mm dia K-7 class
150
-
361204.5
-do- 350mm dia K-7 class
550
-
2087459
-do- 900mm dia K-9 class
2200
-
38095464
Supply and laying of Ductile iron pipe conforming to IS 8329:2000 with latest amendments and conveying to worksite rolling lowering into trenches laying true to line and level and perfect linking at joints, testing and and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and including specials with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying soft soap to the spigot socket ends before insertion of rubber gaskets, jacking and fixing in perfect conditions including cost of soap solution, soft soap, waste etc., and giving necessary hydrualic test to the required pressure as per ISS with all lead and lift as directed by the Engineer In-Charge. including cost of jointing materials, (contractor will make his own arrangements for procuring water for testing) :For Revamping works: 150mm dia K-7 class
160
-
226272
-do- 200mm dia K-7 class
125
-
245816.25
-do- 250mm dia K-7 class
100
-
255069
-do- 300mm dia K-7 class
80
-
258631.2
-do- 350mm dia K-7 class
50
-
201016
Supplying, lowering, laying, fixing, testing and commissioning S.W. junction pipes, conforming to IS 651:1992 with latest amendements, of sizes including conveying to worksite and caulking with hemp dipped in tar cement and jointing with C.M. 1:1� perfect linking curing for 10 days, and testing with water, with all lead including cost of jointing materials etc., complete. (contractor will make his own arrangements for procuring water for testing) with all lead and lift as directed by the Engineer In-Charge. 150mm x 100mm
3564
-
1999404
-do- 200mm x 100mm
720
-
556560
Supplying, lowering, laying, fixing, testing and commissioning S.W. junction pipes, conforming to IS 651:1992 with latest amendements, of sizes including conveying to worksite and caulking with hemp dipped in tar cement and jointing with C.M. 1:1� perfect linking curing for 10 days, and testing with water, with all lead including cost of jointing materials etc., complete. (contractor will make his own arrangements for procuring water for testing). with all lead and lift as directed by the Engineer In-Charge. : For Revamping works 150mm x 100mm
100
-
71450
-do- 200mm x 100mm
50
-
49575
Supply and delivery to work site,loading,unloading,stacking and fixing of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG 40/50, 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 etc.complete with all lead and lift as directed by the Engineer In-Charge.with 10 years manfacturing warranty. DI sluice valves Body & Seat ring bronze PN 16 conforming to IS 14846:2000 350mm dia PN16
1
-
110881
-do- 500 mm dia PN 16
11
-
2534752
Supply,conveying to worksite,loading,unloading stacking 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 40/50. 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 gaskets and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves shall have drain plug of not less than 15mm nominal pipe thread complete with all lead and lift as directed by the Engineer In-Charge..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. with 10 years manfacturing warranty. 100mm dia - PN 16
3
-
113982
Providing and constructing of Machine hole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 Mtr.alround the chamber and brick masonry in C.M. 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machine holes frame and cover in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30 cms apart as directed, watering, curing, barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machine holes No. on the inner conical surface etc. as per the drawing with all lead and lift as directed by the Engineer In-Charge.for various diameters and depths noted below with Heavy duty SFRC Machine holes frame and cover for 1.2 Mtr dia. Table moulded bricks for 1.20 m dia. up to 1mtr.
41
-
809899.65
-do- 1.1 mtr depth
91
-
1900212.86
-do- 1.2 mtr depth
82
-
1804760.14
-do- 1.3 mtr depth
140
-
3253051.2
-do- 1.4 mtr depth
69
-
1681109.1
-do- 1.5 mtr depth
65
-
1656961.15
-do- 1.6 mtr depth
47
-
1251117.44
-do- 1.7 mtr depth
33
-
918928.89
-do- 1.8 mtr depth
43
-
1245888.02
-do- 1.9 mtr depth
27
-
812752.92
-do- 2 mtr depth
23
-
720561.71
-do- 2.1 mtr depth
18
-
589326.66
-do- 2.2 mtr depth
15
-
512279.55
-do- 2.3 mtr depth
16
-
570601.28
-do- 2.4mtr depth
11
-
504784.28
-do- Table moulded bricks fro 1.50 m dia 2.5 mtr depth
20
-
953861.6
-do- 2.6 mtr depth
16
-
790362.88
-do- 2.7 mtr depth
17
-
870421.76
-do- 2.8 mtr depth
11
-
581964.57
-do- 2.9 mtr depth
5
-
273052.35
-do- 3.0 mtr depth
21
-
1184695.47
-do- 3.1 mtr depth
13
-
760666.66
-do- 3.2 mtr depth
17
-
1030396.52
-do- 3.3 mtr depth
13
-
816521.03
-do- 3.4 mtr depth
14
-
908712.7
-do- 3.5mtr depth
10
-
670068
-do- 3.6mtr depth
19
-
1314886.45
-do- 3.7mtr depth
10
-
713032.9
-do- 3.8mtr depth
16
-
1174432.64
-do- 3.9mtr depth
12
-
906009.36
-do- 4.0 mtr depth
14
-
1087779.42
-do- 4.1 m depth
10
-
804088.5
-do- 4.2 m depth
5
-
415595.85
-do- 4.3 m depth
11
-
945213.28
-do- 4.4 m depth
6
-
531832.8
-do- 4.5 m depth
7
-
639443.84
-do- 4.6 m depth
5
-
470297.2
-do- 4.7 m depth
6
-
581212.56
-do- 4.8 m depth
12
-
1194948.96
-do- 4.9 m depth
8
-
818315.12
-do- 5.0mtr depth
11
-
1156085.81
-do- 5.1mtr depth
10
-
1073339.3
-do- 5.2mtr depth
9
-
986122.35
-do- 5.3mtr depth
13
-
1454743.81
-do- 5.4mtr depth
3
-
342415.77
-do- 5.5mtr depth
11
-
1280112.02
-do- 5.6mtr depth
8
-
948872.32
-do- 5.7mtr depth
12
-
1451319.12
-do- 5.8mtr depth
8
-
985427.84
-do- 5.9mtr depth
7
-
877895.9
-do- 6.0mtr depth
3
-
383243.76
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 specification with all lead and lift as directed by the Engineer-in-charge. i) Lime /Cement Concrete. I. By Manual Means :B. Cement Concrete Grade M-15 & M-20.
140
-
77980
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masony, cement concrete, wood work, seel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lead and lift as directed by the Engineer In-Charge of 1000 metres complete as per specifications. iii) Dismantling Stone Masonry. A. Rubble Stone masonry in lime mortar,
135
-
39015
Removing B.S. slab of Drain and stacking. with all lead and lift as directed by the Engineer In-Charge
1220
-
120780
Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (including cost of specials) with jointing of approved type, with all labour, with all lead and lift as directed by the Engineer In-Charge including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing)-6 kg/cm2 50mm dia
250
-
25300
-do- 63mm dia
500
-
56650
-do- 75mm dia
900
-
138600
-do- 90mm dia
300
-
59730
-do- 110mm dia
150
-
41415
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 standard procedure and guidelines including encasing the pipe around to a depth not less than 15cms with soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant ISS with all lead and lift as directed by the Engineer In-Charge 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 110 mm dia, Coils shall be used. - of PE 100, PN 8 class. 63mm dia
300
-
48840
-do- 75mm dia
600
-
123420
-do- 90mm dia
150
-
41085
-do- 110mm dia
150
-
57255
Providing and laying in position plain cement concrete of mix 1:2:4 with cement @ 240 kgs, with 20 mm and down size graded granite metal coarse aggregates at 0.878 cum and fine aggregates at 0.53 cum , machine mixed, concrete laid inlayers not exceeding 15 cm thick well compacted in foundation, plintha and cills including cost of all materials , labour, HOM curing as per specification. with all lead and lift as directed by the Engineer In-Charge
83
-
521074
Providing TMT. steel reinforcement for R.C.C work including straightening, cutting, bending,hookking placing in position lapping and/welding wherever required tying with binding wire and anchoring to the adjoining member wherever necessary complete as per design (laps,hooks and wastages shal not be measured and paid) cost of all material, labour HOM of machinery complete as per specifications. with all lead and lift as directed by the Engineer In-Charge -do-TMT bars Fe 500
23.97
-
1727565.84
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 two m. apart in each course including cost of materials, labour, curing complete as per specifications. with all lead and lift as directed by the Engineer In-Charge
155
-
996805
Providing 7.5 cms thick granite slabs of selected quality roughly dressed and fixed in cement mortar (1:6) including fixing, curing etc.., complete with all lead and lift as directed by the Engineer In-Charge
1730
-
1217920
Providing, laying, spreading and compacting crushed stones aggregate of granite/trap/basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete with all lead and lift as directed by the Engineer In-Charge as per specifications. : Wet mix macadem
8304.77
-
15754148.69
Providing and applying primer coat with SS bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete with all lead and lift as directed by the Engineer In-Charge as per specifications. Clause 502 of MORTH V revision prime coat
38584.1
-
1118938.9
Providing and laying bituminous macadam on prepared surface with crushed aggregates as per design mix formula for base / binding course including loading of aggregates with F.E loader, hot mixing of stone aggregates and bitumen in hot mix plant 40 tonne capacity, transporting the mixed material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, 50/75mm compacted thickness with 3.3% bitumen but excluding cost of primer / tack coat with all lead including cost of materials, labour HOM of machineries complete as per specification & as directed by the Engineer In-Charge: Bituminous road
3560.35
-
20902814.85
Providing and laying 20 mm thick mix seal surfacing Type A on prepared surface in a single course composed of specified graded crushed aggregates 5.6mm to 11.2mm size 0.027 cum/sqm premixed with bitumen binder at 2.15kg/sqm of in a minimix plant 6 / 10 tonne capacity, laying manually and rolling with power roller 8-10 tonne excluding cost of tack coat including cost of all materials, labour, HOM complete with all lead and lift as directed by the Engineer In-Charge as per specifications using VG-30 (60/70 grade to be used where the annual rainfall is morethan 150cm) Surface coat
38584.1
-
6520712.9
Providing and constructing un-reinforced, dowel jointed, plain cement pavement quality concrete for pavements using Grade concrete M40 having flexural strength not less than 4.50MPa over a prepared base with OPC, coarse aggregate at 0.64 cum, fine aggregqates at 0.36 cum, coarse and fine aggregate confirming to IS:383-2016 and table 600-3 of MORTH V revision, with superplastiser at 3Lts confirming to IS 9103-2008. loading materials to batch mix plant by front end loader, mixed in a cement concrete batch mix plant as per approved mix design, transportaed to site in transit truck agitator 5 cum capacity, laid with paver, compacted and finished in a continious operation as per IRC-15 including cost for providing of contraction, expansion, construction and longitudinal joints, joint filler, sepeartion membrane of impermiable plastic sheet of 125micron, groove cutting, sealant primer joint sealant, debonding strip, dowel bars at 9kg/cum, tie rods at 1.15 kg/cum, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour, hire charges of machineries, all lead and lift charges etc., complete as per specifications. with all lead and lift as directed by the Engineer In-Charge Clause 601 of MORTH V revision and IS 456 Table-5 -do- with OPC at 420 Kg/cum and coarse aggregate 0.64 cum, fine aggreagte 0.36 Cum using concrete batch mix plant at 75 cum/hr capacity with slip form paver with electronic sensor.
1861.79
-
10917536.56
Repairs to machine holes for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto ground level, providing CC coping alround the Machine holes cover, plastering both inside and outside to the brick masonry and fixing of Machine holes framr and cover, curing, refilling etc..., complete with all lead and lift as directed by the Engineer In-Charge upto 0.3m depth
20
-
127700
-do- upto 0.6m depth
20
-
257440
-do- upto 0.9m depth
15
-
317130
Machine holes covers for replacement of damaged covers: Replacement of SFRC heavy duty Machine holes frame and cover with all lead and lift as directed by the Engineer In-Charge
100
-
147600
Providing and fixing cast iron soil pipe for ventilating shaft 5 metres high with specials and cowl and with suitable grips in C.C. 1:2:4 pillar using 10mm to 20mm graded hard granite/trap/basalt or any other approved metal with 15 cms thick c.c. around upto 1.22 meters above the G.L. and with a foundation base of 90x90x90 cms plastered with 12mm thick CM 1:3 to all exposed faces and linking the shaft to the Machine holes by means of 15 cms. dia. S.W. pipes and specials, jointing, with tar dipped hemp 1:1� C.M. caulking, curing, with a lead upto 5 Kms. for all materials earth work excavation and refilling in all strata, and disposal of surplus earth as directed with all lead and lift as directed by the Engineer In-Charge - with 150 mm dia shaft.
8
-
213120
Carting of exacavated earth of all types upto a distance mentioned below re-carting back to the same site by vehicle including loading and unloading charges for to & fro with all lifts and labour , HOM of machinery etc.., complete after obatining the approval of the chief engineer with all lead and lift as directed by the Engineer In-Charge 2.0 to 3.0 km
3049.27
-
753169.69
-do- 4.0 to 5.0 km
3049.27
-
869041.95
Providing PVC-U INDIVIDUAL U.G.D. House service connection (which shall be laid from inside the customer property) which includes: a) Supply of PVC-U pipe of SN-8 class. b) Providing & fixing of 315mm dia PE Inspection chambers with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42m depth which includes earth, fixing in CC-1:2:4, etc., complete. c) Civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils, disintegrated rock, soft rock, hard rock, including cutting of any road, crossing drains, compound, 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 and stacking the serviceable material with all lead and lift as directed by the Engineer In-Charge , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network, etc. complete. : 110mm dia for HSC's
3600
-
25290000
Earth work in foundation of structures by mechanical means as per drawing and technical specification, inlcuding setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilizing the available excavated earth locally for the work etc., complete with all lead and lift as directed by the Engineer In-Charge 0 to 3.0 Mtr depth In all soils mixed with boulders upto 30 cms.size and exclusive of disintegrated rock.
129.7
-
11283.9
-do- In disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone, hard shale, schiest, fissured rock without resorting to blasting
11.53
-
1337.48
-do- in Hard rock - Any rock excavation by using mechanical plant / machinery.
2.88
-
1949.76
Earthwork excavation for foundation of structures upto 3mtrs by mechanical means as per drawing and technical specifications, 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 the / transporting the remaining earth upto 1.00 km lead. including cost of labour, materials and HOM etc.., complete. with all lead and lift as directed by the Engineer In-Charge 0 to 3.0 Mtr depth in Marshy soil
1440
-
460800
-do - In all soils mixed with boulders upto 30 cms.size and exclusive of disintegrated rock.
55.23
-
5285.51
-do- 3 to 4.0 Mtr depth In disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone, hard shale, schiest, fissured rock without resorting to blasting
4.91
-
626.52
-do- in hard rock by chiesling
1.23
-
915.98
-do- in 4 to 5.0 Mtr depth In all soils mixed with boulders upto 30 cms.size and exclusive of disintegrated rock.
55.23
-
5814.06
-do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone, hard shale, schiest, fissured rock without resorting to blasting
4.91
-
689.17
-do- in hard rock by chiesling
1.23
-
1007.58
-do- 5 to 6.0 Mtr depth In all soils mixed with boulders upto 30 cms.size and exclusive of disintegrated rock.
34.3
-
3971.94
-do- In disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone, hard shale, schiest, fissured rock without resorting to blasting
3.05
-
470.92
-do- In hard rock by chiesling
0.76
-
684.83
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 as directed by the Engineer In-Charge . complete as per specifications.
948.13
-
2352310.53
Diversion of water course by providing coffer dams or ring bunds or islands as may be necessary for intake well, connecting pipe line, Jackwell etc. for foundation bailing out by pumping water during excavation and until completion of foundation and dismantling of coffer dam or ring bund or Island after completion of work etc., complete with all lead and lift as directed by the Engineer In-Charge . 0-2 mtr height
270
-
149850
Providing and laying CC 1:1.5:3 proportion for foundation (Screed layer) with 20 mm and down size of approved gradation hard broken granite, trap basalt or with any other approved hard aggregate including cost and conveyance of all materials with all lead and lift as directed by the Engineer In-Charge including plywood / steel form work, machine mixing, laying, tamping, curing etc., complete.
165.05
-
964836.09
Providing and laying vibrated M25 design mix for RCC works (excluding cost of reinforcement) with 20 mm and down size of approved gradation hard broken granite, basalt, trap or any other approved hard aggregate including weigh batch plant mixing plant cost and conveyence of all materials with all lead and lift as directed by the Engineer In-Charge in 15 cms thick, layers well consolidated vibrating curing smooth finishing the exposed faces whereever necessary plywood/steel form work,centering etc., complete for independent/combined footing,raft , beams below ground level (cement @ 360kgs)
281.16
-
1957031.05
Providing and laying vibrated M30 design mix using 20 mm and down size of approved gradation hard granite, basalt or trap broken metal including weigh batch plant mixing, shoring, strutting, plywood / steel form work, curing etc., complete with all lead and lift as directed by the Engineer In-Charge for all materials. for Well curb or RCC cutting edge below ground level (cement @ 400kgs) For RCC steining below ground level
39.35
-
400520.04
Providing and laying vibrated M30 design mix for R.C.C. Works with 20 mm and down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including, cost and conveyance of all materials with all lead and lift as directed by the Engineer In-Charge , including plywood/steel form work, centering, scaffolding, cement mortar, plastering in CM 1:3 proportion, 20mm. thick for inside with admixture of water proof compound of requisite proportion of approved quality including weigh batch plant mixing, curing, making construction joints wherever necessary and giving satisfactory water proof testing etc., complete (excluding cost of reinforcement) for floor slab, resting on ground. (contractor will make his own arrangements for procuring water for testing) (Cement @ 400 Kgs). '-do- for vertical side walls, alround effluent channel,baffels, etc. complete with outside form finishing (Cement @ 400 Kgs).
58.68
-
795254.83
Providing and laying vibrated M30 design mix for RCC works using with 20 mm and down size metal of approved gradation hard broken granite, basalt, trap or any other approved hard broken including cost and conveyence of all materialswith all lead and lift as directed by the Engineer In-Charge including weigh batch plant mixing centering,plywood /steel form work,scaffolding,tamping,curing ,cement mortor plastering in CM 1:3 propotion 12mm thick for inside surface etc,. complete.(excluding cost of reinforcement) for covering slab (cement @ 400kgs)
14.67
-
190745.21
Supply and Labour charges for fabricating mild steel or tor steel bars of all sizes for reinforcement of R.C.C. works including conveying steel to workspot with all lead and lift as directed by the Engineer In-Charge including cleaning straighteing, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lift etc., complete: Fe - 500
43.32
-
2445457.32
Providing and fixing MS ladder, 45 cm wide using angle iron of 65 mm x 65 mm x 10 mm size and 20 mm MS bars at 25 cm c/c with necessary supports of same angle as directed including hand railing on both sides with 25 mm dia GI pipes with angle iron props at 2 mtr. interval and 0.5 mtr. height including fixing in ground with C.C 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint etc., complete. with all lead and lift as directed by the Engineer In-Charge
7
-
12747
Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with cost of all labour complete as per specifications. with all lead and lift as directed by the Engineer In-Charge
33.85
-
6803.85
Providing and fixing Chequered plate floring as per the drection including conveyence to the spot placing in position jointing, welding wherever necessary. All the steel surface shall be throughly cleaned and painting with 2 coats of readily mixed 2 coats of approved paint etc., complete with all lead and lift as directed by the Engineer In-Charge including cost of all materials etc., complete and as directed: Chequred plate (7mm thick )
690.67
-
82880.4
Supply of Gantry built up beam of ISMB 250 or sutiable , to take up '2' MT / suitable Load Including Painting Two Coats by Anticorrosive Paint of Approved Colour.( 61.6 Kg/mtr x 6 mtr) with all lead and lift as directed by the Engineer In-Charge
369.6
-
44352
Fabrication including welding, levelling, making holes etc., complete with two coats of anticorrosive paint over one coat of primer.(Sum of above items) with all lead and lift as directed by the Engineer In-Charge
1060.27
-
12299.13
Supply of C.I. Wheels with ball bearings, gears, pinions, universal joints (double set), the long shaft and with gear mechanisim for operation,of trolley 2' MT / suitable capacity with Accessories including two coats of anticorrosive paint over one coat of primer. with all lead and lift as directed by the Engineer In-Charge
1
-
60000
Supply of '2' MT / suitable capacity spur geared Indef Make Chain pully block with required length of lifting chain.. with all lead and lift as directed by the Engineer In-Charge
1
-
15000
Transportation, erection, commissioning, of complete unit of girder including two coats of anticorrosive paint over one coat of primer. with all lead and lift as directed by the Engineer In-Charge
1
-
10000
Providing and fixing of MS screen as per detailed specification in Section 7, with all lead and lift as directed by the Engineer In-Charge
1
-
25000
Providing and laying in position plain cement concrete of mix 1:3:6 with OPC cement @ 220 kgs, with 40 mm down size graded granite metal coarse aggregates @ 0.892cum and fine aggregates @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. with all lead and lift as directed by the Engineer In-Charge
21.23
-
116765
Providing and laying in position reinforced cement concrete of design mix M20 with OPC @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @ 3lts confirming to IS9103- 1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in ground floor level for roof slabs, staircase, lintels, and beams retaining walls, return walls, walls ( any thickness) including attached plasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM curing, complete but excluding cost of reinforcement as per specifications with all lead and lift as directed by the Engineer In-Charge .
90.37
-
548274.79
Providing and laying in position reinforced cement concrete of design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70cum and fine aggregtes @ 0.47cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, at machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedestals, retaining walls, return walls, walls (any thickness ) including attached plasters, columns pillars,posts, struts, buttresses,bed blocks, anchor blocks and plinths etc., including cost of all materials, labour, HOM curing, complete but excluding cost of reinforcement as per specifications with all lead and lift as directed by the Engineer In-Charge
3.45
-
21541.8
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness above 200 mm including cost of all materials, labour complete as per specificaiton with all lead and lift as directed by the Engineer In-Charge
141.52
-
50664.16
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specificaitons with all lead and lift as directed by the Engineer In-Charge For side wall
563.2
-
164454.4
Providing and fixing interlocking to the inspection door with all lead and lift as directed by the Engineer In-Charge
22
-
12122
Providing and laying cement concrete 1:2:4 proportion (excluding cost of reinforcement) with 20 mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggreggate including cost and conveyance of all materials with all lead and lift as directed by the Engineer In-Charge and placing the same above or below ground level including plywood / steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12 mm thick wherever necessary, etc., complete for Anchor Blocks/Thrust Blocks.
79.2
-
513675.36
Supply and Labour charges for fabricating mild steel or tor steel bars of all sizes for reinforcement of R.C.C. works including conveying steel to workspot with all lead including cleaning straighteing, bending, fabricating, placing in position, tieing as per designs including cost of binding wire hoisting all lift etc., complete : Fe 500.
7.92
-
447091.92
Providing and fixing of bar screen SS304 material of suitable size and design to allow required flow at intake point (for diversion structure ) of Machine holes on outfall sewerline with arrangements for cleaning with all lead and lift as directed by the Engineer In-Charge. Refer Section 7 for detailed specification.
2
-
600000
"Crossing State Highway roads by Trenchless method at 9 locations & Railway crossing at 3 locations: Installation of product pipe by manual jacking method - Manufacturing, providing, transporting, rolling, lowering, laying & jointing, testing, commissioning of ERW (Electric Resistance Welded), SAW (Submerged Arc Welded) MS pipe (Fe-410 grade) conforming to IS 3589-2001 with latest amendments including perfect linking welding of joints to correct position including cost and conveyance of pipes and materials with all lead and lift as directed by the Engineer In-Charge cost of labour, loading and unloading of pipes for the following diameters with specified thickness of plate as noted below including bailing out of water wherever necessary for laying of MS carrier pipe of suitable dia including inside and outside of casing pipe painted with two coats of Anti corrossive tankmastic paint. Installation of steel pipe by Ramming / Jacking method to cross Railway track / NH /BDA /BBMP/Other roads/Existing utilities / NALA crossings, filling the gap between casing pipe and carrier pipe with quarry grit using compressor with all necessary equipments, plants etc, complete. Suitable spacers of HDP/MS or other similar material should be provided in between carrier & casing pipe to prevent carrier pipe forming metallic contact with casing pipe of "1200 mm dia OD MS pipe with 16.00 mm thick" Note : a. The cost of jacking is inclusive of cost M.S. casing pipe of specified thickness b. The cost of carrying pipe is separate and provision shall be made as per site requirement c. The cost of Jacking includes all leads lifts, cost of consumables, fuel charges, labour. d. The cost of jacking and receiving pits shall be proposed separately as per site requirement."
575
-
28166398
Supply of Sewer Super suction cum Jetting Machine of 20,000 litres with Jetting Pump of Pratisolli make, Suction pump PN 23 (Jurop), Gear Box 'Vas' and 3/4" x 150mtrs Polyhose Jetting Hose to be mounted on 37 Ton GVW truck chasis (Chasis with cabin and PTO to be provided by the client free of cost for mounting the equipment) with all lead and lift as directed by the Engineer In-Charge
1
-
9330000
PART-B: SUITABLE HP NON-CLOG SEWAGE PUMPSETS . PUMPSETS: Supply and delivery at site brand new approved makes sludge submersible pump coupled to approved make squirrel cage induction motor of suitable HP 'F' class insulation for the specified discharge and head mentioned below. The pumpset should operate in full range of discharge and should have the following accessories specified in the following detailed specification. the submersible sewage pump shall be monoblock type with non-clong design. The pumps should be able to pass through soft solids of 100 mm dia and capable of delivering sludge with specific gravity of 1.05, impellers should be single/double Vane non-clog type of CF 8M material and with wearing rings. The pump should be fitted with contra block cutting and tearing system with special grooving system and suction side for disposal of soft solid materials like long fiber, plastics, solid admixes, sludge etc. Maintenance free, antifriction, deep groove permanently grease filled ball bearings to take care of all the axial and radial forces at any point of operations, should be provided. " "The pump design should be such as to facilitate automatic installation / removal of pump without having to enter into the sewage pit. Profile gasket should be provided in automatic coupling system to avoid metal to metal contact between the pump and delivery pipe to ensure leak proof joint. The cooling jacket shall be provided inthe pump to reduce the dead sewage volume in the sump. Commence One set The mono-rail trolly and chain pully block shall be provided and available at all times during the operation of the pump to ensure quick installation and removal whenever required. For all pumps " with all lead and lift as directed by the Engineer In-Charge "Material of construction: 1) PUMP CASING: The pump casing shall be CI as per IS:210 GRFG 260 With 2 to 3% Nickel. The casing shall have central line discharge. 2) IMPELLER: The impeller shall be of stainless steel grade CF 8M, single/double vane non-clog design additionally a special contra block cutting and tearing system for disposal of material. 3) PUMP SHAFT: The pump shaft shall be hard chrome plate alloy steel of stainless steel SS/410 as per the manufacturers standard and shall be of one piece construction. 4) PUMP BEARING: The pump bearing shall be of antifriction type. The bearings shall be able to take normal thrust loads due to unbalanced hydralic loads on the impellers plus the weight of all the rotating parts of the pump. The pump bearings shall be designed with minimum life of 40,000 hours. The bearing shall be grease lubricated." "5) GUIDE RAIL SYSTEM: The assembly shall have pedestal bracket, delivery bend, C.I guide rail pipe of suitable size of class 'C' upper guide rail holder etc., pedestal and bracket shall provide automatic coupling between pump delivery and flange and discharge bend (standard bend or Duck bend). (min 8mtr) 6) Moistor sensor(seal moistor) shall be provided in chamber to detect the failure of the mechanical seal. The sensor will trip of moisture into the oil chamber. " "7)MECHANICAL SEAL: Double mechnaical seal shall be provided to prevent pumped liquid entering into the motor winding. The seal shall be situated in oil chamber to ensure proper lubrication. The face combination of lower mechanical seal shall be silicon carbide v/s silicon carbide and upper mechanical seal shall be carbon v/s chrome steel. 8) LIFTING CHAIN: Each pump shall be provided with carbon steel lifting chain of adequate strength. The chain shall have rings of same size as chain fixed at an interval of about 1 mtr for engaging the hook of the chain pulley block. (15 mtr) 9) DUCK FOOT BEND: Suitable size heavy duty duck foot bend shold be bolted to the foundation of the pit by expansion bolt. The elbow should have grove to locate guide wire(chain) an the profile of the pump side flange should match with the pump. The elbow should be designed to take over the load of the pump. " "10) PROFILE GASKET (Dismantling joint): Flexible pressure tightened automatic connection between pump and duck foot bend should be provided. 11) SUBMERSIBLE MOTOR CABLE: Submersible cable both for power and control shall be terminated in the pump starter panel or in the weather proof junction box if pump starter panel is situated beyond the length of the submersible cable. 12) FASTENERS: Shall be in MS/GLUD. 13) Seals shall be silicon carbid v/s siliconcarbide and upper machanical seal shall be carbon v/s chrome steel. " "14) Pump shall be painted with approved polymer/epoxy. MOTOR: The submersible motor shall be dry, squirrel cage type suitable for 3 phase, 50 cycles, 415 volts AC supply,3000 Rpm complete confirming to ISS:325/1976 shall be of such capacity to provide under working site condition at power which is 10% more than the maximum power required by the pump. Continuous duty with class 'F' insulation. Winding of the motor shall be impregnated by resin. Motor shall have integral cable entry port better starting torque characteristics. The enclosure for motor shall be IP-68. Each phase of the motor provided with thermic switches of Bi-metalic electro-mechanical temperature detectors. The motor shall operate satisfactorily at all operating levels in wetwell. The motor shall be sealed against entry of liquid being pumped by using two mechanical seals. Motor pump should have the following in built protection connections. " "1) Thermistors protection connection against over heating of motor by thermister embedded in each phase. 2) Sensor monitor protection connection against entry of liquid in the oil chamber by the moisture sensor provided inside the oil chamber. 3) Reverse rotation protectionconnection device which trips the motor in case of reverse rotation due to wrong electrical connection " "4) Liquid level controller to facilitate auto operation and prevent dry running of pumps. The pump unit should be preferably supplied with Ball type non-return valve, the pumpset shall be supplied along with automatic coupling bend 6 mtr and lifting chain with shakles and guide pipes bar wire of adequate length with extra tough water proof PVC sheathed water proof submersible cable of suitable capacity copper cable. Note: 1) Motor offered shall be of such capacity to provide the maximum power requirement of impeller of the pump including transmission, shaft losses with a 20% margin in the capacity of the motor when only one pump is operated in the sytem. 2) The motor shall be suitable for required output when line voltage variation is +/ - 10% and frequency variationof +/- 3% in any combinationof these voltage and frequency variation." "3) The motor should be capable of providing the required output at an ambient air temperature of 45 degree centigrade. 4) The shaft head of the pump offered shold be minimum 110% and maximum 130% of the specified head. The loading for low efficient pump will be done based on each excess power consumed by over a period of 15 years when compared to the best efficient pump " "5) Right is reserves the to select any of stipulated make of pump and motor, as such tenderer should be prepared to provide any of the stipulated makes pump and motor selected by the Clints. 6) The material test certificate and manufacturer's test certificate for pump and motor should be submitted to central office/circle office for clearnance before dispatch. Note: Submersible pumpset shold be installed in the wetwell and will be submerged with sludge. Hence, the pumpset should suit the above system. DUTY OF PUMPSETS: 2Nos of 10 HP OR Suitable HP 9.29 LPS against 22 Mtr. Head
2
-
256100
"SUITABLE HP NON-CLOG SEWAGE PUMPSETS . PUMPSETS: Supply and delivery at site brand new approved makes sludge submersible pump coupled to approved make squirrel cage induction motor of suitable HP 'F' class insulation for the specified discharge and head mentioned below. The pumpset should operate in full range of discharge and should have the following accessories specified in the following detailed specification. the submersible sewage pump shall be monoblock type with non-clong design. The pumps should be able to pass through soft solids of 100 mm dia and capable of delivering sludge with specific gravity of 1.05, impellers should be single/double Vane non-clog type of CF 8M material and with wearing rings. The pump should be fitted with contra block cutting and tearing system with special grooving system and suction side for disposal of soft solid materials like long fiber, plastics, solid admixes, sludge etc. Maintenance free, antifriction, deep groove permanently grease filled ball bearings to take care of all the axial and radial forces at any point of operations, should be provided. " "The pump design should be such as to facilitate automatic installation / removal of pump without having to enter into the sewage pit. Profile gasket should be provided in automatic coupling system to avoid metal to metal contact between the pump and delivery pipe to ensure leak proof joint. The cooling jacket shall be provided inthe pump to reduce the dead sewage volume in the sump. Commence One set The mono-rail trolly and chain pully block shall be provided and available at all times during the operation of the pump to ensure quick installation and removal whenever required. For all pumps " with all lead and lift as directed by the Engineer In-Charge "Material of construction: 1) PUMP CASING: The pump casing shall be CI as per IS:210 GRFG 260 With 2 to 3% Nickel. The casing shall have central line discharge. 2) IMPELLER: The impeller shall be of stainless steel grade CF 8M, single/double vane non-clog design additionally a special contra block cutting and tearing system for disposal of material. 3) PUMP SHAFT: The pump shaft shall be hard chrome plate alloy steel of stainless steel SS/410 as per the manufacturers standard and shall be of one piece construction. 4) PUMP BEARING: The pump bearing shall be of antifriction type. The bearings shall be able to take normal thrust loads due to unbalanced hydralic loads on the impellers plus the weight of all the rotating parts of the pump. The pump bearings shall be designed with minimum life of 40,000 hours. The bearing shall be grease lubricated." "5) GUIDE RAIL SYSTEM: The assembly shall have pedestal bracket, delivery bend, C.I guide rail pipe of suitable size of class 'C' upper guide rail holder etc., pedestal and bracket shall provide automatic coupling between pump delivery and flange and discharge bend (standard bend or Duck bend). (min 8mtr) 6) Moistor sensor(seal moistor) shall be provided in chamber to detect the failure of the mechanical seal. The sensor will trip of moisture into the oil chamber. " "7)MECHANICAL SEAL: Double mechnaical seal shall be provided to prevent pumped liquid entering into the motor winding. The seal shall be situated in oil chamber to ensure proper lubrication. The face combination of lower mechanical seal shall be silicon carbide v/s silicon carbide and upper mechanical seal shall be carbon v/s chrome steel. 8) LIFTING CHAIN: Each pump shall be provided with carbon steel lifting chain of adequate strength. The chain shall have rings of same size as chain fixed at an interval of about 1 mtr for engaging the hook of the chain pulley block. (15 mtr) 9) DUCK FOOT BEND: Suitable size heavy duty duck foot bend shold be bolted to the foundation of the pit by expansion bolt. The elbow should have grove to locate guide wire(chain) an the profile of the pump side flange should match with the pump. The elbow should be designed to take over the load of the pump. " "10) PROFILE GASKET (Dismantling joint): Flexible pressure tightened automatic connection between pump and duck foot bend should be provided. 11) SUBMERSIBLE MOTOR CABLE: Submersible cable both for power and control shall be terminated in the pump starter panel or in the weather proof junction box if pump starter panel is situated beyond the length of the submersible cable. 12) FASTENERS: Shall be in MS/GLUD. 13) Seals shall be silicon carbid v/s siliconcarbide and upper machanical seal shall be carbon v/s chrome steel." "14) Pump shall be painted with approved polymer/epoxy. MOTOR: The submersible motor shall be dry, squirrel cage type suitable for 3 phase, 50 cycles, 415 volts AC supply,3000 Rpm complete confirming to ISS:325/1976 shall be of such capacity to provide under working site condition at power which is 10% more than the maximum power required by the pump. Continuous duty with class 'F' insulation. Winding of the motor shall be impregnated by resin. Motor shall have integral cable entry port better starting torque characteristics. The enclosure for motor shall be IP-68. Each phase of the motor provided with thermic switches of Bi-metalic electro-mechanical temperature detectors. The motor shall operate satisfactorily at all operating levels in wetwell. The motor shall be sealed against entry of liquid being pumped by using two mechanical seals. Motor pump should have the following in built protection connections. " "1) Thermistors protection connection against over heating of motor by thermister embedded in each phase. 2) Sensor monitor protection connection against entry of liquid in the oil chamber by the moisture sensor provided inside the oil chamber. 3) Reverse rotation protectionconnection device which trips the motor in case of reverse rotation due to wrong electrical connection " "4) Liquid level controller to facilitate auto operation and prevent dry running of pumps. The pump unit should be preferably supplied with Ball type non-return valve, the pumpset shall be supplied along with automatic coupling bend 6 mtr and lifting chain with shakles and guide pipes bar wire of adequate length with extra tough water proof PVC sheathed water proof submersible cable of suitable capacity copper cable. Note: 1) Motor offered shall be of such capacity to provide the maximum power requirement of impeller of the pump including transmission, shaft losses with a 20% margin in the capacity of the motor when only one pump is operated in the sytem. 2) The motor shall be suitable for required output when line voltage variation is +/ - 10% and frequency variationof +/- 3% in any combinationof these voltage and frequency variation." "3) The motor should be capable of providing the required output at an ambient air temperature of 45 degree centigrade. 4) The shaft head of the pump offered shold be minimum 110% and maximum 130% of the specified head. The loading for low efficient pump will be done based on each excess power consumed by over a period of 15 years when compared to the best efficient pump " "5) Right is reserves the to select any of stipulated make of pump and motor, as such tenderer should be prepared to provide any of the stipulated makes pump and motor selected by the Clints. 6) The material test certificate and manufacturer's test certificate for pump and motor should be submitted to central office/circle office for clearnance before dispatch. Note: Submersible pumpset shold be installed in the wetwell and will be submerged with sludge. Hence, the pumpset should suit the above system. DUTY OF PUMPSETS: 2Nos of 15 HP OR Suitable HP 18.59 lps against 22 Mtr. Head
2
-
386158
"SUITABLE HP NON-CLOG SEWAGE PUMPSETS . PUMPSETS: Supply and delivery at site brand new approved makes sludge submersible pump coupled to approved make squirrel cage induction motor of suitable HP 'F' class insulation for the specified discharge and head mentioned below. The pumpset should operate in full range of discharge and should have the following accessories specified in the following detailed specification. the submersible sewage pump shall be monoblock type with non-clong design. The pumps should be able to pass through soft solids of 100 mm dia and capable of delivering sludge with specific gravity of 1.05, impellers should be single/double Vane non-clog type of CF 8M material and with wearing rings. The pump should be fitted with contra block cutting and tearing system with special grooving system and suction side for disposal of soft solid materials like long fiber, plastics, solid admixes, sludge etc. Maintenance free, antifriction, deep groove permanently grease filled ball bearings to take care of all the axial and radial forces at any point of operations, should be provided. " "The pump design should be such as to facilitate automatic installation / removal of pump without having to enter into the sewage pit. Profile gasket should be provided in automatic coupling system to avoid metal to metal contact between the pump and delivery pipe to ensure leak proof joint. The cooling jacket shall be provided inthe pump to reduce the dead sewage volume in the sump. Commence One set The mono-rail trolly and chain pully block shall be provided and available at all times during the operation of the pump to ensure quick installation and removal whenever required. For all pumps " with all lead and lift as directed by the Engineer In-Charge "Material of construction: 1) PUMP CASING: The pump casing shall be CI as per IS:210 GRFG 260 With 2 to 3% Nickel. The casing shall have central line discharge. 2) IMPELLER: The impeller shall be of stainless steel grade CF 8M, single/double vane non-clog design additionally a special contra block cutting and tearing system for disposal of material. 3) PUMP SHAFT: The pump shaft shall be hard chrome plate alloy steel of stainless steel SS/410 as per the manufacturers standard and shall be of one piece construction. 4) PUMP BEARING: The pump bearing shall be of antifriction type. The bearings shall be able to take normal thrust loads due to unbalanced hydralic loads on the impellers plus the weight of all the rotating parts of the pump. The pump bearings shall be designed with minimum life of 40,000 hours. The bearing shall be grease lubricated." "5) GUIDE RAIL SYSTEM: The assembly shall have pedestal bracket, delivery bend, C.I guide rail pipe of suitable size of class 'C' upper guide rail holder etc., pedestal and bracket shall provide automatic coupling between pump delivery and flange and discharge bend (standard bend or Duck bend). (min 8mtr) 6) Moistor sensor(seal moistor) shall be provided in chamber to detect the failure of the mechanical seal. The sensor will trip of moisture into the oil chamber. " "7)MECHANICAL SEAL: Double mechnaical seal shall be provided to prevent pumped liquid entering into the motor winding. The seal shall be situated in oil chamber to ensure proper lubrication. The face combination of lower mechanical seal shall be silicon carbide v/s silicon carbide and upper mechanical seal shall be carbon v/s chrome steel. 8) LIFTING CHAIN: Each pump shall be provided with carbon steel lifting chain of adequate strength. The chain shall have rings of same size as chain fixed at an interval of about 1 mtr for engaging the hook of the chain pulley block. (15 mtr) 9) DUCK FOOT BEND: Suitable size heavy duty duck foot bend shold be bolted to the foundation of the pit by expansion bolt. The elbow should have grove to locate guide wire(chain) an the profile of the pump side flange should match with the pump. The elbow should be designed to take over the load of the pump. " "10) PROFILE GASKET (Dismantling joint): Flexible pressure tightened automatic connection between pump and duck foot bend should be provided. 11) SUBMERSIBLE MOTOR CABLE: Submersible cable both for power and control shall be terminated in the pump starter panel or in the weather proof junction box if pump starter panel is situated beyond the length of the submersible cable. 12) FASTENERS: Shall be in MS/GLUD. 13) Seals shall be silicon carbid v/s siliconcarbide and upper machanical seal shall be carbon v/s chrome steel." "14) Pump shall be painted with approved polymer/epoxy. MOTOR: The submersible motor shall be dry, squirrel cage type suitable for 3 phase, 50 cycles, 415 volts AC supply,3000 Rpm complete confirming to ISS:325/1976 shall be of such capacity to provide under working site condition at power which is 10% more than the maximum power required by the pump. Continuous duty with class 'F' insulation. Winding of the motor shall be impregnated by resin. Motor shall have integral cable entry port better starting torque characteristics. The enclosure for motor shall be IP-68. Each phase of the motor provided with thermic switches of Bi-metalic electro-mechanical temperature detectors. The motor shall operate satisfactorily at all operating levels in wetwell. The motor shall be sealed against entry of liquid being pumped by using two mechanical seals. Motor pump should have the following in built protection connections. " "1) Thermistors protection connection against over heating of motor by thermister embedded in each phase. 2) Sensor monitor protection connection against entry of liquid in the oil chamber by the moisture sensor provided inside the oil chamber. 3) Reverse rotation protectionconnection device which trips the motor in case of reverse rotation due to wrong electrical connection " "4) Liquid level controller to facilitate auto operation and prevent dry running of pumps. The pump unit should be preferably supplied with Ball type non-return valve, the pumpset shall be supplied along with automatic coupling bend 6 mtr and lifting chain with shakles and guide pipes bar wire of adequate length with extra tough water proof PVC sheathed water proof submersible cable of suitable capacity copper cable. Note: 1) Motor offered shall be of such capacity to provide the maximum power requirement of impeller of the pump including transmission, shaft losses with a 20% margin in the capacity of the motor when only one pump is operated in the sytem. 2) The motor shall be suitable for required output when line voltage variation is +/ - 10% and frequency variationof +/- 3% in any combinationof these voltage and frequency variation." "3) The motor should be capable of providing the required output at an ambient air temperature of 45 degree centigrade. 4) The shaft head of the pump offered shold be minimum 110% and maximum 130% of the specified head. The loading for low efficient pump will be done based on each excess power consumed by over a period of 15 years when compared to the best efficient pump " "5) Right is reserves the to select any of stipulated make of pump and motor, as such tenderer should be prepared to provide any of the stipulated makes pump and motor selected by the Clints. 6) The material test certificate and manufacturer's test certificate for pump and motor should be submitted to central office/circle office for clearnance before dispatch. Note: Submersible pumpset shold be installed in the wetwell and will be submerged with sludge. Hence, the pumpset should suit the above system. DUTY OF PUMPSETS: 3 Nos of 300 HP OR Suitable HP 115.54 LPS, against 59 Mtr. Head
3
-
3411249
"SUITABLE HP NON-CLOG SEWAGE PUMPSETS . PUMPSETS: Supply and delivery at site brand new approved makes sludge submersible pump coupled to approved make squirrel cage induction motor of suitable HP 'F' class insulation for the specified discharge and head mentioned below. The pumpset should operate in full range of discharge and should have the following accessories specified in the following detailed specification. the submersible sewage pump shall be monoblock type with non-clong design. The pumps should be able to pass through soft solids of 100 mm dia and capable of delivering sludge with specific gravity of 1.05, impellers should be single/double Vane non-clog type of CF 8M material and with wearing rings. The pump should be fitted with contra block cutting and tearing system with special grooving system and suction side for disposal of soft solid materials like long fiber, plastics, solid admixes, sludge etc. Maintenance free, antifriction, deep groove permanently grease filled ball bearings to take care of all the axial and radial forces at any point of operations, should be provided. " "The pump design should be such as to facilitate automatic installation / removal of pump without having to enter into the sewage pit. Profile gasket should be provided in automatic coupling system to avoid metal to metal contact between the pump and delivery pipe to ensure leak proof joint. The cooling jacket shall be provided inthe pump to reduce the dead sewage volume in the sump. Commence One set The mono-rail trolly and chain pully block shall be provided and available at all times during the operation of the pump to ensure quick installation and removal whenever required. For all pumps " with all lead and lift as directed by the Engineer In-Charge "Material of construction: 1) PUMP CASING: The pump casing shall be CI as per IS:210 GRFG 260 With 2 to 3% Nickel. The casing shall have central line discharge. 2) IMPELLER: The impeller shall be of stainless steel grade CF 8M, single/double vane non-clog design additionally a special contra block cutting and tearing system for disposal of material. 3) PUMP SHAFT: The pump shaft shall be hard chrome plate alloy steel of stainless steel SS/410 as per the manufacturers standard and shall be of one piece construction. 4) PUMP BEARING: The pump bearing shall be of antifriction type. The bearings shall be able to take normal thrust loads due to unbalanced hydralic loads on the impellers plus the weight of all the rotating parts of the pump. The pump bearings shall be designed with minimum life of 40,000 hours. The bearing shall be grease lubricated." "5) GUIDE RAIL SYSTEM: The assembly shall have pedestal bracket, delivery bend, C.I guide rail pipe of suitable size of class 'C' upper guide rail holder etc., pedestal and bracket shall provide automatic coupling between pump delivery and flange and discharge bend (standard bend or Duck bend). (min 8mtr) 6) Moistor sensor(seal moistor) shall be provided in chamber to detect the failure of the mechanical seal. The sensor will trip of moisture into the oil chamber. " "7)MECHANICAL SEAL: Double mechnaical seal shall be provided to prevent pumped liquid entering into the motor winding. The seal shall be situated in oil chamber to ensure proper lubrication. The face combination of lower mechanical seal shall be silicon carbide v/s silicon carbide and upper mechanical seal shall be carbon v/s chrome steel. 8) LIFTING CHAIN: Each pump shall be provided with carbon steel lifting chain of adequate strength. The chain shall have rings of same size as chain fixed at an interval of about 1 mtr for engaging the hook of the chain pulley block. (15 mtr) 9) DUCK FOOT BEND: Suitable size heavy duty duck foot bend shold be bolted to the foundation of the pit by expansion bolt. The elbow should have grove to locate guide wire(chain) an the profile of the pump side flange should match with the pump. The elbow should be designed to take over the load of the pump. " "10) PROFILE GASKET (Dismantling joint): Flexible pressure tightened automatic connection between pump and duck foot bend should be provided. 11) SUBMERSIBLE MOTOR CABLE: Submersible cable both for power and control shall be terminated in the pump starter panel or in the weather proof junction box if pump starter panel is situated beyond the length of the submersible cable. 12) FASTENERS: Shall be in MS/GLUD. 13) Seals shall be silicon carbid v/s siliconcarbide and upper machanical seal shall be carbon v/s chrome steel." "14) Pump shall be painted with approved polymer/epoxy. MOTOR: The submersible motor shall be dry, squirrel cage type suitable for 3 phase, 50 cycles, 415 volts AC supply,3000 Rpm complete confirming to ISS:325/1976 shall be of such capacity to provide under working site condition at power which is 10% more than the maximum power required by the pump. Continuous duty with class 'F' insulation. Winding of the motor shall be impregnated by resin. Motor shall have integral cable entry port better starting torque characteristics. The enclosure for motor shall be IP-68. Each phase of the motor provided with thermic switches of Bi-metalic electro-mechanical temperature detectors. The motor shall operate satisfactorily at all operating levels in wetwell. The motor shall be sealed against entry of liquid being pumped by using two mechanical seals. Motor pump should have the following in built protection connections. " "1) Thermistors protection connection against over heating of motor by thermister embedded in each phase. 2) Sensor monitor protection connection against entry of liquid in the oil chamber by the moisture sensor provided inside the oil chamber. 3) Reverse rotation protectionconnection device which trips the motor in case of reverse rotation due to wrong electrical connection " "4) Liquid level controller to facilitate auto operation and prevent dry running of pumps. The pump unit should be preferably supplied with Ball type non-return valve, the pumpset shall be supplied along with automatic coupling bend 6 mtr and lifting chain with shakles and guide pipes bar wire of adequate length with extra tough water proof PVC sheathed water proof submersible cable of suitable capacity copper cable. Note: 1) Motor offered shall be of such capacity to provide the maximum power requirement of impeller of the pump including transmission, shaft losses with a 20% margin in the capacity of the motor when only one pump is operated in the sytem. 2) The motor shall be suitable for required output when line voltage variation is +/ - 10% and frequency variationof +/- 3% in any combinationof these voltage and frequency variation." "3) The motor should be capable of providing the required output at an ambient air temperature of 45 degree centigrade. 4) The shaft head of the pump offered shold be minimum 110% and maximum 130% of the specified head. The loading for low efficient pump will be done based on each excess power consumed by over a period of 15 years when compared to the best efficient pump " "5) Right is reserves the to select any of stipulated make of pump and motor, as such tenderer should be prepared to provide any of the stipulated makes pump and motor selected by the Clints. 6) The material test certificate and manufacturer's test certificate for pump and motor should be submitted to central office/circle office for clearnance before dispatch. Note: Submersible pumpset shold be installed in the wetwell and will be submerged with sludge. Hence, the pumpset should suit the above system. DUTY OF PUMPSETS: 3 Nos of 400 HP OR Suitable HP 231.08 LPS against 59 Mtr. Head
3
-
6203373
Supply,delivery and fixing of Resilient seated soft sealing Sluice Valves with body, bonnet of ductile iron of grade GGG40, wedge fuly rubber lined with EPDM and seals of NBR and the valves should be of vacum tight and 100% leak proof with face dimensions as per BS 5163-89/IS14846-2000/DIN3202 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 suitalbe size galvanized bolts and nuts of required numbers of GKW/ KITO/NEXO/TECHMAN or any other equivalent international approved brand. PN16. 100mm dia Valve with all lead and lift as directed by the Engineer In-Charge
4
-
43352
NON-RETURN BALL VALVE: Supply and delivery at site brand new C.I. ball valve suitable for handling water containing fibrous materials and soilds of 50mm Kishore / IVI / KIRLOSKER / AUDCO / LEADER /Normex make. with all lead and lift as directed by the Engineer In-Charge 100mm dia Valve PN16.
4
-
89600
NON-RETURN BALL VALVE: Supply and delivery at site brand new C.I. ball valve suitable for handling water containing fibrous materials and soilds of 50mm Kishore / IVI / KIRLOSKER / AUDCO / LEADER /Normex make. with all lead and lift as directed by the Engineer In-Charge 50mm dia valve PN 16
6
-
876000
Dismantling joint Providing, installing at site of works and testing Dismantling joints of pressure rating PN 16,as per IS & shall have like CI flange spigot,CI flange adopter,CI follower end ring,polymeric rubber gasket,& fully threaded galvanised tie rod with hexnuts & washers.Tightening of the tie rods should compress the rubber gasket between flange spigot & follwer end ring & should prevent any leakages. Dismantaling joint shall have longitudanal adjustability up to 20-25 mm,& assure effortless & perfect solution in installation & removal of valve & pipes etc.of size in pump delivery pipe line complete, suitable for following specifications and confirming to the as detailed above specifications. with all lead and lift as directed by the Engineer In-Charge For 300 HP and 400HP a) Diameter 300 mm b) Working pressure 16 kg/cm2
6
-
300000
Supply and delivery at site brand new best indigineous double flanged mild steel pipes and specials. Suitable for test pressure equavalnet to twice the working pressure. The pipe shall be quoted with epoxy paint inside and anticorrosive paint outside. Welded joints should be tested as per IS 3589/1996. The thickness of flanges should confirm to IS The wall thickness of MS pipes should be not less than 10mm with all lead and lift as directed by the Engineer In-Charge For 15 HP and 10 HP Minimum 450mm dia or suitable size double flanged pipes for common manifold.
45
-
225000
Supply and delivery at site brand new best indigineous double flanged mild steel pipes and specials. Suitable for test pressure equavalnet to twice the working pressure. The pipe shall be quoted with epoxy paint inside and anticorrosive paint outside. Welded joints should be tested as per IS 3589/1996. The thickness of flanges should confirm to IS The wall thickness of MS pipes should be not less than 10mm with all lead and lift as directed by the Engineer In-Charge For 15 HP and 10 HP Minimum 450 X 450 X 300 mm dia or suitable size flanged tee with radial branch.
3
-
45000
-do- Minimum 450 mm dia or suitable size flanged 90 degree radial bend.
1
-
8000
-do- Approximate 250x300 mm or suitable size flanged eccentric expanders
3
-
15000
-do- Upto 300 mm dia suitable size double flanged pipes, Bends Tees etc. for Manfold and distance pieces, Radial Tees etc
150
-
11250
-do- Minimum 450mm dia or suitable size double flanged pipes for common manifold.
105
-
1050000
-do- Minimum 450 X 450 X 300 mm dia or suitable size flanged tee with radial branch.
6
-
150000
-do- Minimum 450 mm dia or suitable size flanged 90 degree radial bend.
2
-
20000
-do- Approximate 250x300 mm or suitable size flanged eccentric expanders
6
-
60000
Supply and delivery at site brand new best indigineous double flanged mild steel pipes and specials. Suitable for test pressure equavalnet to twice the working pressure. The pipe shall be quoted with epoxy paint inside and anticorrosive paint outside. Welded joints should be tested as per IS 3589/1996. The thickness of flanges should confirm to IS The wall thickness of MS pipes should be not less than 10mm with all lead and lift as directed by the Engineer In-Charge Upto 300 mm dia suitable size double flanged pipes, Bends Tees etc. for Manfold and distance pieces, Radial Tees etc
400
-
80000
"CONTROL SWITCH GEAR PANELS - For 15 HP Supply and delivery at site brand Havell's/Control & Switchgear/BCH/ Crompton Greaves/Schneider Electric India Pvt Ltd.,/ Electtrotecnika Switchgears Pvt., Ltd.,/Meghawin Switchgear/ Lotus /Essen/ Alstom /Adarsh /equivalent make floor mounting, free standing, cubicle type control panel board unit suitable for operation on 3 phase 50 cycles 380/440 volts AC supply fitted with the following: 500 Amps MCCB with current setting range of 250-500Amps of/Alstom /GE/Control & Switch gear/ BCH/ Crompton Greaves/ Schneider /Havells make/Manufacture approved by the Boar any other Board approved make of 75kA breaking capacity with U/V release, shunt release and suitable thermal release-1 Nos." with all lead and lift as directed by the Engineer In-Charge "1 No. Numerical based Earth leakage relay with resin cast CBCT of Proke's dv's /or any Board approved make. Phase indicating lamps with switches of any Board approved make- 1 set Panel mounting version digital Micro processor based type Multi function meter for measuring current, voltage, P.F, energy etc., of any Board approved make or equivalent.- 1 No. Numerical based U/V/O/V relay with negative phase sequence protection of Proke's dv's /or any other Board approved make or equivalent- 1 No. " "MS air insulated bus bar chamber with 4 Nos. 500 Amps. 35 MVA Air Insulated Aluminium bus bar made of high conductivity, high strength aluminium alloy complying with the requirements of grade E91 E of IS 5082, suitably braced with non-hygrosco-pic SMS supports provision shall be made in the bus bar chamber for One incoming and Five outgoing feeder. The bus bar chamber should be of adequate capacity to handle the incoming and out-going cables and for fixing the switchgears as per requirement 1 No.Auxiliary relay type VAA 33 for protection of Transformer and Alarm. 2 Nos. 250 Amps heavy duty triple pole change over fuse switch comprising of two switches mounted on common chasis, complete with handle assembly door arrangement with mechanical linkage shorting links and 250 Amps capacity HRC " "120 Amps TP load break heavy duty switch fuse with suitable capacity HRC fuses in sheet metal enclosure conforming to the latest ISS 4064 for capacitor circuit of make approved by the Board.- 3 Nos 32 Amps DP load break heavy duty switch fuse unit with rewireable fuses in sheet metal enclosure conforming to the latest ISS 4064 for lighting circuit of make approved by the Board.- 02 nos. Set of cable entries and terminals suitable for numbers, type and size of aluminium conductor power cables, etc.- 1 set NOTE: 1) The panel board shall be complete with all other required fittings, and shall be fabricated using 2mm thick sheet steel and wiring shalll be done using suitable size copper cable/copperwire painted with two coats of a highly corrosion resistant primer applied wet on wet and a finishing coat of synthetic enamel paint of the ash greay shade. 2) H.R.C. fuses links suitable for motor duty shall be provided to change over switch fuse unit. " "3) H.R.C. fuse link rated not less than 1.5 times the rated current of the capacitor bank shall be provided in the switch fuse unit for capacitor circuit. 4) The internal wiring shall be done using adequate size insulated electro tinned copper strip or cable of 1.1 KV grade. 5) Any discrepancies are noticed apart from tender specification, suitable action as per tender condition will be taken against the tenderer including black listing of the tenderer. 6) The Bus bar chamber should be of adequate size to accommodate all incoming, outgoing cables and required switchgears.
1
-
150000
-do- for CONTROL SWITCH GEAR PANELS - For 300 HP
2
-
1000000
-do- for CONTROL SWITCH GEAR PANELS - For 400 HP
2
-
1200000
"Transformer : Supply, erection, electrification and commissioning at site, brand new any other Board approved make or equivalent oil immersed naturally cooled continuous duty with Copper winding 1500 kVA 11 kV/433 volts 3 Ph 50 Hz Dyn 11 vector group distribution transformer conforming to ISS 2026/1977 or its latest amendments fitted with the following and suitable for outdoor installation. The no load losses and full load losses shall be as per IS standards. with all lead and lift as directed by the Engineer In-Charge a) Dehydrating breather b) Oil conservator c) Drain plug for conservator d) Off ciruit tap changer in steps of 2.5% from + 5% to -10% for high voltage compensation for Transformers upto 100 KVA. e) Thermometer pack with the thermometer- f) Base channel - 2 Nos. g) Lifting lugs 2 Nos. h) Flat rollers i) Connecting pipes j) Oil guage - 1 No. k) Filter valve l) 3 Nos of RTD's for winding and 1 No of RTD/ NTC for measurement of temperature in oil m) Air release plug - 1 No n) Filter cum drain valve o) Winding temperature indication with alarm and trip contacts p)Oil temperature indication with alarm and trip contacts q) Residual oil drain plug r) Explosion vent s) Detachable Radiators t) Cable box for high voltage side suitable for 11 kV XLPE cable u) Cable box for low voltage side. v) Double float gas actuated Buccholz's relay with alarm and trip contacts and PRV w) Earthing terminals x) Marshalling Box: All contacts for alarm, trip and indication circuits shall be electrically free and designed for 230 V AC supply and brought out to separate terminals in the marshalling box. y) Oil filling hole with cap "The the RTD's and NTC shall be terminated in marshalling box. Transformer digital outputs for remote annunciation/control shall be provided with two changeover contacts for alarm condition and two changeover contacts for trip condition for each of the following conditions including but not limited to alarm and trip of Buchholz relay, oil and winding temperature high and very high, pressure relief device, oil level low in tank and conservator, auto change over of control supply etc. The losses of the transformer shall be limited to (as per latest BEE amendments star srated level-2) ""No-load losses- 620 Watts( Max) Full load losses-3700 Watts( Max)"" The transformer shall be fitted with all other standard fittings and painted with high grey paint to shade No. 631 of ISS & shall be supplied with first filling of transformer oil etc., complete (test certificate shall be furnished)
1
-
1600000
"11 KV Load break switch for transformers, for 300 HP and 400HP Supply, erection, electrification and commissioning at site brand new any Board approved make load break switch panel suitable for out door unit for operating on 11 kV , 50 Hz 3 phase AC supply. The panelshall consists of the following equipments as deta with all lead and lift as directed by the Engineer In-Charge a) On load 800 amps air break switch with fuse trip mechanism and tripping circuit suitable for 3 phase, 11kV, 50 Hz AC supply. b) Suitable capacity HRC fuses with trip arrangements." "c) Bus bar of adquate capacity d) Panel shall be provided adequate space for accomadation of incoming and outgoing cables 11 KV Load break switch for transformer Supply, erection, electrification and commissioning at site brand new any Board approved make load break switch panel suitable for out door unit for operating on 11 kV , 50 Hz 3 phase AC supply. The panelshall consists of the following equipments as deta a) On load 800 amps air break switch with fuse trip mechanism and tripping circuit suitable for 3 phase, 11kV, 50 Hz AC supply. b) Suitable capacity HRC fuses with trip arrangements. c) Bus bar of adquate capacity d) Panel shall be provided adequate space for accomadation of incoming and outgoing cables "
2
-
160000
"Digital Soft starter - For 300HP Supply, delivery and commissing at site brand new board approved make or equivalent floor mounting, free standing, cubicle type control panel board unit suitable for operation on 3 phase 50 cycles 400/440 volts AC supply fitted with the following: with all lead and lift as directed by the Engineer In-Charge 315 amps MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 Nos . Multi parameter such as current, kwhr, Voltage, KVA reading digital meter of prok devices or any other Board approved make - 1 Nos. Phase indicating lamps with switches of L&T/ BCH/ GE make or any other make approved by the Board - 1 set The soft starter shall have a facility to start the sewage pumpsets by reducing the starting current less than 1.5 to 2 times the full load current. It shall have bulit in facilities such as SPP, Over Voltage, " "Under voltage, Kick start for pump jam conditions, overload, overcurrent etc., for protection of the pumpsets. The starting current shall be controlled by three phase thyristors. The starter shall be provided with minimum 250 Amps or suitable capacity by pass contactor The panel shall be provided with cooling fan, louvers with fine mesh to facilitate the cooling of thyristors/ soft starter. The panel should be adequate size to accomadate all incoming, outgoing cable and required switchgear and other accessories. Note:All relays and meters shall be SCADA compatible,Suitable potential free contacts shall be provided in terminal box for connecting the contactors, meters and relays to SCADA. "
3
-
825000
-do- Digital Soft starter - For 400HP
3
-
975000
Power Capacitors: Supply and delivery at site brand new best indegeneous make 3 phase, 50 c/s 440 volts 3 banks of 60 KVAR or suitble KVAR Alluminium Polypropelene type power capacitor conforming to the latest ISS 2834 suitable for indoor installations with all lead and lift as directed by the Engineer In-Charge Note:- The capacitor is required to keep the total power factor of the installation at not less than 0.95 lagging.
360
-
180000
Main side cable:- Supply and delivery at site brand new any Board approved make or equivalent 3 1/2 x 240 sqmm Aluminum conductors PVC sheathed 1.1 KV class UG Cable conforming to the latest ISS 1554. with all lead and lift as directed by the Engineer In-Charge For 15HP and 10 HP
40
-
29080
-do- For 300 HP and 400HP
240
-
1854960
Load side cable:- Supply and delivery at site brand new Iany Board approved make or equivalent Aluminium standard conductors PVC insulated ,sheathed steel tape/wire armoured, PVC outer sheated 1.1 KV class UG Cable conforming to the latest ISS 1554. with all lead and lift as directed by the Engineer In-Charge a) 3 x 185 Sq mm (load side) For 15HP and 10 HP
20
-
12400
-do- For 300HP and 400HP
120
-
151680
-do- b) 3 x120 Sq mm (for capacitor circuit)
60
-
27000
-do- c) (2rx4cx16mm2+2Rx3Cx16mm2)
75
-
90000
11 KV HT XLPE CABLE:Supply and laying of 3 x 95 sqmm aluminium XLPE HT cable earthed for the purpose of connecting from metering cubical to pole structure and from there to transformer of any Board approved make or equivalent with all lead and lift as directed by the Engineer In-Charge
90
-
126000
ERECTION OF CAPACITORS: Formation of suitable CC foundation in CC 1:2:4 using all the required materials such as cement, sand,jelly etc., complete and erection of the capacitor on the above foundation using the required materials etc., complete including the cost of all the mat with all lead and lift as directed by the Engineer In-Charge
6
-
45000
ERECTION OF TRANSFORMER: Construction of platform in size stone, for erection of transformers including all materials, labour. Excavation of pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 1cm thick layers, well compacted curing etc., complete providing and construction of stone masonary 0.9m below ground level and 1.2m above ground level neatly hammer dressed in cement mortor 1:6 cutting complete providing pointing to stone masonary in cement morter 1:3 after racking joint & nisely lining curing etc., plastering the concrete surfaces in cement morter 1:4 including smooth randering curing etc., curing at every stages complete and with MS rail embeded on the top of the platform, hoisting the transformer for the erection on the above platform and erection of the transformer on the platform including the cost of all the materials required labour etc., complete including transporation and erection of transformer using crane or other means including cost of all materials and labour required for erection of the above with all lead and lift as directed by the Engineer In-Charge etc., complete 11/0.433 kV, 1500 KVA Transformer
1
-
50000
Erection of Control Panel Board , starter panel & LT kioski : on CC foundation including formation of CC foundation in CC 1:2:4 prop. Using all the required materials such as cement, jelly etc., complete including errection of the panel board, on CC foundation using required materials such as MS channel bolts, nuts, washers etc., complete with all lead and lift as directed by the Engineer In-Charge
2
-
60000
Erection of pumpsets: Formation of suitable block machine foundation in CC 1:2:4 confirming to the latest ISS 2974 using all the required materials such as cement, sand, jelly etc., complete including necessary earth work refilling curing etc., complete. with all lead and lift as directed by the Engineer In-Charge For 15 HP & 10 HP
4
-
30000
Erection of pumpsets: Formation of suitable block machine foundation in CC 1:2:4 confirming to the latest ISS 2974 using all the required materials such as cement, sand, jelly etc., complete including necessary earth work refilling curing etc., complete. with all lead and lift as directed by the Engineer In-Charge For 300HP & 400 HP
6
-
120000
LAYING OF CABLE: LAYING IN TRENCHES:- The works shall include digging of trenches size of 0.60 Mtrs. deep & 1.0 Mtrs. wide providing providing sand bedding to the cables laying the cable in trench providing cable marking bricks refilling, consolidation the soil etc., complete with all lead and lift as directed by the Engineer In-Charge 3.5 x 240 Sqmm 1.1 KV Class cable (2 runs)
120
-
18000
-do- 3x 95 Sqmm 11 KV Class (2 runs)
60
-
12000
LAYING IN G.I. PIPE: Running the cable in 2.9 mm thick suitable size GI pipe above the grand using all the required materials such as GI pipe clamps, bolts, nuts, washers etc., for fixing the GI pipes to the pole including the cost of these mateials labo with all lead and lift as directed by the Engineer In-Charge 3.5 x 240 Sqmm 1.1 KV Class cable (2 runs)
75
-
45000
-do- 3 x 95 Sqmm 11 KV Class (2 runs)
30
-
18000
Laying of load side cable:- Running the cable in existing ducts including properly securing cable in position etc., complete using all the required materials etc., complete. with all lead and lift as directed by the Engineer In-Charge i) 3x 185 Sqmm (load side cable)
210
-
21000
-do- ii) 3x 120 Sqmm (Capacitor cable)
60
-
6000
Laying of load side cable:- Running the cable in existing ducts including properly securing cable in position etc., complete using all the required materials etc., complete. with all lead and lift as directed by the Engineer In-Charge 2rx4cx16mm2+2Rx3Cx16mm2
75
-
7500
Cable Terminations: Termination of cable using Alluminium/copper lugs to the terminal end for solderless crimping to aluminimum conductors by adopting crimping tool. with all lead and lift as directed by the Engineer In-Charge 3.5 x 240 Sqmm 1.1 KV Class cable (main side cable)
48
-
7200
-do- 3x 185 Sqmm 1.1 KV Class cable (load side cable)
24
-
3600
-do- 3x 120 Sqmm 1.1 KV Class cable (capacitor cable)
24
-
3360
" EARTHING: Providing earthing as per latest ISS 3043 and as per IE rules including the following. a) Earth Electrodes FOR LT System :- supplying, fixing , wiring , earth electrode for grounding using 40mm dia 2.9 thick GI pipe 2.5 mtr long burried in a pit including digging of pit. The pit should be filled with equal proportion of salt and charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the equpiment etc., is to be established through GI pipe of size as per ISI specification using 12 mm dia bolts, nouts, wshers and checknuts etc.,The pipe shall have 16 through holes of 122 mm dia. The other end of GI pipe is required to be provided with a funnel with wire mesh, GI check nuts, GI nut washers etc., b) An inspection chamber of size 300mm x 300mm x 300mm size CC 1:2:4 with 150mm thick side walls, 100mm thick as bottom shall be provided. The inspection chamber shall be covered with MS or CI frame and cover. The cover shall be inged to the frame and provided with padlocking arrangements. Inspection chamber frame and cover shall be finished with antocorrosive primer and numbered." "c) Supply and fixing of GI earthing strip 50mm x 6mm size for equipment earthing of transformer switch gear, meters motors lighting arrestors (Approximate 10 mtrs) d) Supply and fixing of 8 SWG copper or equivalent GI wire for earthing of fencing sub-station structure, handle of the GOS etc. with all lead and lift as directed by the Engineer In-Charge NOTE:- All the equipments, such as switchgears, transformers lighting arrestors shall be earthed by two seperate and distinct connection with the earth cover as per IE rules and as required by electrical inspectorate."
36
-
288000
Supply and fixing of GI earthing strip 50mm x 6mm size for equipment earthing of transformer switch gear, meters motors lighting arrestors etc., The strips shall be laid and connected to the earth pit . The Strips shall be sleeved and protected aganist mechanical damage. with all lead and lift as directed by the Engineer In-Charge
300
-
90000
Supply and fixing of 25x 3mm size copper strip for earthing neutral earthing for 315KVA power transformer, The strips shall be laid and connected to the earth pit . The Strips shall be sleeved and protected aganist mechanical damage. with all lead and lift as directed by the Engineer In-Charge
130
-
97500
LAYING AND JOINTING OF MS PIPES AND SPECIALS: Laying and jointing of MS pipes and specials for suction & delivery connections of the pump using suitable size bolts, nuts, packing etc., complete including fixing foot valve, all types of valves, gauges, strainers, delivery & suction manifold. The work shall include providing pipe supports, thrusts block in CC 1:2:4 prop., wherever necessary upto the end of the delivery manIfold, using all the requied materials such as sand, cement jelly including making holes in sump, pump house for laying suction and devliery pipes, packing of holes with CC 1:2:4 etc., complete. with all lead and lift as directed by the Engineer In-Charge NOTE: The tenderer should furnish the layout drawing showing the position of valves, Tees, Pipes, providing for future pumpsets etc., and obtain approval from the Chief Engineer before taking up erection work. For 15HP
1
-
15000
-do- For 300HP
1
-
25000
-do- For 400HP
1
-
50000
Tool Kit: Supply and delivery at site best make or Taparia make and other reputed make tool sets for operation and maintenance of the above pumpsets comprising of the following. with all lead and lift as directed by the Engineer In-Charge a) Double end spanner 1/4" to 1" set b) Screw driver insulated 11" - 1 no. c) Screw driver insulated 8" - 1 No. d) Cutting puller insulated 8" - 1 No. e) Hammer with handle 1 kg-1 No. f) Pipe wrench 24" 1 No. g) Pipe wrench 18" 1 No. h) Pipe wrench 12" 1 No. i) Hammer with handle 5 kgs 1 No. j) Grease gun - 1 No. k) Ring spanners 1/4" to 1"- 1 set e) Multimeters - 1 No. For 15 HP
1
-
10000
-do- For 300HP and 400 HP
2
-
30000
Fire Fighting Equipment and safety equipment a) Supply and installation of CO2 type fire extinguisher 2 kg capacity with initial charge with wall mounting bracket, ready for use (IS 2678) 2 Nos. b) Supplying and fixing of first aid box comprising of the standard medicines to be provided in the first aid box to give first aid treatment - 1No. c) Providing shock treatment chart on wall with inside plastic sheet cover and plywood backplate frame work complete. d) Supply one set of the buckets (4 nos) with round bottom made GI sheets 24 SWG 9 ltrs capacity painted inside white and outside with a wordd "fire" on the face of the bucket along with stand to the buckets. e) Supplying rubber mats tested to 22KV with ISI mark grooved, size 6'X3'X1/2' - 5 nos. f) Supplying rubber golves, electrical quality, tested to 22KV-2 g) Supplying and fixing of dange/NO admission/NO smoking board made out of MS sheet metal with two coats of non-corrosive enamelled paint. with all lead and lift as directed by the Engineer In-Charge For 15HP and 10 HP
1
-
10000
-do- for Fire Fighting Equipment and safety equipment - For 300HP and 400HP
2
-
30000
"Servicing and commissioning - For 15HP: The pumpsets along with all other elecrical equipments shall be serviced and commissioned in the presence of the with all lead and lift as directed by the Engineer In-Charge of work including trail running for a period of 90 days. The work shall include the following Providing operating and maintenance manuals of the pumps and allied equipments to the operating personnel. Giving trail run of the pumpsets for a period of 90 days from the date of successful commissioning. The contractor should employ personnel to operate & maintain the pumpset and accessories during the trial run period and should train the Board/Municipal Staff to operate the pumpsets. NOTE: 1. The energy and water will be provided by the Board free of cost. 2. The pumpsets along with all the electrical equipments shall be commissioned only when the performance of switch gears, relays are wittnessed by the Executive Engineer in charge of the work and Asst. Executive Engineer (Electrical) of the Board" "cutting complete providing pointing to stone masonary in cement morter 1:3 after racking joint & nisely lining curing etc., plastering the concrete surfaces in cement morter 1:4 including smooth randering curing etc., curing at every stages complete as per ESCOM specifications.
1
-
20000
-do- for Servicing and commissioning - For 300HP and 400HP.
2
-
60000
Chain linked wire fencing:- Supply and providing chain linked wire fencing for 11 kV transformer sub-station. The chain linked fencing should be with 2"x2"x8 SWG wire welded to angle iron frames of size 2.5 Mx2.5M using angle of 50x50x6MM. The frame be fixed to the supporting channels spaced at 2.5M of size 100x50mm 3.1 M height fixed in CC (1:2:4) at bottom etc.,including cost of all materials transportation and labour for fixing, silver painting etc., complete with door of 2.5M size at suitable places(including all taxes) with all lead and lift as directed by the Engineer In-Charge
81
-
364500
Supply and erection of HT Metering cubicle with LBS including H.T. Electronic Tri-Vector Meter 5A, Class-0.5 accuracy as per ESCOM specifications 11 KV class with all ratio 3 CT's and 3 PT's with load break switch including construction of platform (1.5x1.5x1.2) mtr in size stone, for erection of transformers/Heavy equipment including all materials, labour.Excavation of (1.5x1.5x1) mt pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 1cm thick layers, well compacted curing etc., complete providing and construction of stonemasonary 0.9m below ground level and 1.2m above ground level neatly hammer dressed in cement morter 1:6 with all lead and lift as directed by the Engineer In-Charge For 300HP and 400HP
2
-
376584
Cable End Seals:- Supply and fixing of 11 KV Indoor and outdoor type RAYCHEM/M SEAL /or any other Board approved make heat shrinkable /Push On type cable end seals with all required materials including copper lugs and terminals.,etc.,complete. with all lead and lift as directed by the Engineer In-Charge 3 X 95 sqmm, 11 KV XLPE cable, outdoor earthed type
6
-
45000
-do- 3 X 95 sqmm, 11 KV XLPE cable indoor earthed type
15
-
82500
CONTROL CABLE: Supply and delivery at site brand new any Board approved make multicore armoured copper control cable PVC insulated sheathed armoured cable 1.1 KV class. with all lead and lift as directed by the Engineer In-Charge 4Cx 2.5 SQMM. AYWY For 10 HP, 15 HP, 300 HP and 400 HP
300
-
31800
-do- 6Cx 2.5 SQMM. AYWY For 10 HP, 15 HP, 300 HP and 400 HP
150
-
34350
LAYING OF CONTROL CABLES: Laying of copper control cable inducts/GI pipes/Trench including digging suitable size trenches refilling consolidating the soil etc., complete using all the required materials such as bolts, nuts, clamps etc., complete including the cost of these materials with all lead and lift as directed by the Engineer In-Charge 4Cx 2.5 SQMM. AYWY For 10 HP, 15 HP, 300 HP and 400 HP
300
-
2400
-do- 6Cx 2.5 SQMM. AYWY For 10 HP, 15 HP, 300 HP and 400 HP
150
-
1200
Supplying and fixing 2 mm thick perforated cable trayof size 300X50mm with powder coated paint on existing MS angle support using necessary GI bolts / nuts and washer or welding as required. with all lead and lift as directed by the Engineer In-Charge For 300HP and 400HP
150
-
82050
"L.T .KIOSIK PANEL - For 300HP Supply, erection, electrification and commissioning at site brand new any Board approved make LT load break switch panel suitable for out door unit for operating on 0.440 kV , 50 Hz 3 phase AC supply. The panelshall consists of the following equipments as details below: with all lead and lift as directed by the Engineer In-Charge MS air insulated bus bar chamber with 4 Nos.500 Amps 35 MVA Air insulated bus bar made of high conductivity, high strength aluminium alloy complying with the requirements of grade E91 E of IS 5082, suitably braced with non-hygroscopic SMS supports. Provision shall be made in the bus bar chamber for 1 incoming and 5 outgoing feeders." "The bus bar chamber should be of adequate capacity to handle the incoming and out-going cables and for fixing the switchgears as per requirement-1 No. Heavy duty Four pole change over fuse switch of ON Load 400 Amps, comprising of two switches mounted on common chasis, complete with handle assembly door interlock and pad locking arrangement with mechanical linkage shorting links and 750 Amps, HRC fuses in sheet metal enclosure of board approved make conforming to the latest IS 4064 Controls and switchegear make - 1No to connect 315 kva Transformer to AMF Panel . a) Suitable capacity HRC fuses with trip arrangements. b) Bus bar of adquate capacity " "c) Panel shall be provided adequate space for accomadation of 1 incoming and 5 outgoing cables Set of cable entries and terminals suitable for numbers, type and size of aluminium conductor power cables, etc. NOTE: 1) The panel board shall be complete with all other required fittings, and shall be fabricated using 2mm thick sheet steel and wiring shalll be done using suitable size copper cable/copper wire painted with two coats of a highly corrosion resistant primer applied wet on wet and a finishing coat of synthetic enamel paint of the ash greay shade. 2) H.R.C. fuses links suitable for motor duty shall be provided to 400 Amps change over switch fuse unit. 3) H.R.C. fuse link rated not less than 1.5 times the rated current of the capacitor bank shall be provided in the 200Amps capacity switch fuse unit for capacitor circuit." "4) The internal wiring shall be done using adequate size insulated electro tinned copper strip or cable of 1.1 KV grade. 5) Any discrepancies are noticed apart from tender specification, suitable action as per tender condition will be taken against the tenderer including black listing of the tenderer. 6) The Bus bar chamber should be of adequate size to accommodate all incoming, outgoing cables and required switchgears.
1
-
425000
-do- L.T .KIOSIK PANEL - For 400HP
1
-
550000
For size stone pillars Earth work excavation for foundation of buildings, water supply sanitary lines and electrical coduits either in pits or in trenches 1.5 m and above in width, in hard soil not exceeding 1.5 m. In depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from dedges of excavation with lead upt 50 m after breaking of clods complete. with all lead and lift as directed by the Engineer In-Charge
3.36
-
1508.64
Providing and laying in posiition plain cement concrete of mix 1:3:6 with OPC @220kgs, with 40 mm and down size graded granite metal, machine mixed concrete laid in layers not exceeding 15 cms. Thick well compacted, in foundation and plinth, including cost of all materials, labour, HOM machinery couring, complete as per specification. with all lead and lift as directed by the Engineer In-Charge
0.99
-
5445
Providing and constructing granite /trap /basalt size stone masonry in foundation cement mortar 1:6 stone hammerd dressed in courses not less than 20 cms high ,bond stones at town m apart in each course including cost materials, labour curing complte as per specifications. with all lead and lift as directed by the Engineer In-Charge
10.11
-
53663.88
Providing and laying in posiition plain cement concrete of mix 1:2:4 using 20 mm and down size graded granite metal, machine mixed concrete laid in layers not exceeding 15 cms. Thick well compacted, in foundation and plinth, including cost of all materials, labour, HOM machinery couring, complete as per specification. with all lead and lift as directed by the Engineer In-Charge
0.66
-
3826.68
Provding pointing to coursed stone masonry with cement mortar 1:4 20 MM deep, after raking joints to depth of 20 mm nicely lining, including cost of materials, labour, curing complete as per specification. with all lead and lift as directed by the Engineer In-Charge
27
-
5651.91
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for columns, pillars, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specificaiton with all lead and lift as directed by the Engineer In-Charge
36.45
-
16621.2
"Supply, Installation, testing and commissioning of 1500 KVA DG sets of Board approved make along with the following accessories/ specifications.The emission level of the DG shall conform to CPCB-II norms.with all lead and lift as directed by the Engineer In-Charge Note:- The contractor shall be responsible to obtain all necessary permissions, certifications, N.O.C. etc., from the concerned authorities, including necessary statutory fees like inspection fees, drawing approval fees, energy meter & callbration test fees, etc., and all necessary approvals to ensure the job complete as per approved design and specifications. Supply, Installation, testing and commissioning of following DG alternator of any other Board approved make and engine of any other Board approved make and shall confirm to IS 4722: 1992 or IS 13394: 1992 along with the following specifications. Exitation: Self excited, self regulation, PMG, class H insulation, wave form distortion shall be less than 2%, transient voltage dip shall be less than 12%, Transient recovery shall be less than 1 second, voltage regulation shall be +/- 0.5% to +/- 1% from no load to full load at lagging power factor of 0.1 to 0.8, epoxy get coating for all windings, sustained short circuit shall be 4 times the full load current for 3 seconds, the over load capacity shall be 1.1 X rated full load curring for 1 hour in every 12 hrs of continous operation at full load. " "The alternators shall be SPDP with IP 22 or better degree protection as per IS 4691/85 ( reaffirmed 2004). The alternator should be suitable to take unbalanced load as per IS :13364 ( Part-2)_ 1992 ( Reaffirmed 2003). Automatic voltage regulator shall be +/- 0.5% to +/- 1% from no load to full load, 3 phases , separate aulillary winding is required to accept non linear load, under frequency roll off to avoid over exitation under low speed, external voltage adjustment and solo operation. Supply, installation testing and commissioning of following DG engine. The engine shall confirm to the following specification: Aspration shall be turbocharged, RPM:1500, residential silencer, electronic governer, water cooled, prime mover: suitable BHP and with safety controls for high temperature/low lube oil pressure, fuel efficient consumption, complete with radiator, water temperature guage, air cleaner, lube oil fitter, fuel fitter, silencer, 12/24V electric starting system comprising of starter motor, battery charging unit, instrument panel consisting of starting switch, battery charging ammeter, lube oil pressure guage etc. The Engine shall confirm to IS 10000/2:1980 (reaffrimed 2006)" Acoustic Enclosure:- Acoustic enclosure suitable for indoor application and shall be approved by the pollution Board of Karnataka. The noise level shall be less than 75db at a distance of 1 meters from the Enclosure. The enclosure shall be pre-fabricated modular type, outer surface shall be made out of 1.6 mm thick CRCA corrugated sheets, filled with high efficiency sound absorbing bonded rockwool, layer of rigid polyurethane tissue paper covered with GI perforated sheet, suitable fan louvers/fans for good ventilation, two sliding door for easy access, see through window for observation, painting to be carried out with two coats of surfacer, oven dried conforming to IS 5, etc., complete. "Supply, installation, testing and commissiong of following DG AMF panel suitable for 415 V, 3 phase, 4 wire, 50 Hz. The panel shall be generally of floor mounting sheet metal enclosed, flush / projected front with aluminium Bus bars of 200 Amps capacity. separate Earth bus bars to be provided through out the length of the panel. The DG breaker shall be accommodated in modular basis in a separate vertical section. The AMF panel shall have only DG breaker and additional cable to be laid for EB power failure sensing/ interlocking with the EB breaker of main power distribution panel. The painting process shall conform to relevant IS code for pretreatment of sheet steel with 7 tank process and powder coated finish. Adequate space shall be provided all-round the panel and in th back for easy cable bending and terminations. Bus bar shall colour coded insulated sleeves or insulated heat resistant paint. The panel shall be fabricated only after the approval of fabrication drawings by consultant. the manufacturing process of DG panel shall strictly conform to latest code of practice. Sufficient louvers with blowers to be provided for maintaining inside temparature. Removable gland plates of 3 mm thick shall be provided at the bottom. Panel shall be illuminated with lamp and door limit switch. The AMF Panel shall be comprising of the following: 2 No. of 125 A, 4 pole, power contractor with 4 No + 4 NC aux, Contact/ 415V AC coil and one set of backup 125 A HRC links/base." "125A, 25 KA,TPN + E Al bus bars with colour coding. 125/5/5A,20/15VA, Class-1/10P10 resin cast CTs Microprocessor based AMF module Note:- The contractor shall be responsible to obtain all necessary permissions, certifications, N.O.C, etc; from the concerned authorities, including necessary statutory fees, Energy meter & Calibration test fees, etc; and all necessary approvals to ensuure the job complete as per approved design and specifications 1 No. of 96 Sqmm, 0-300 A Ammeter with ASS and suitable CTs 1 No. of kwh meter of MECO make, 3 phase, 4 wire, for unbalanced loading, flush type, with calibrated CTs Ammeter / Voltmeters selector switch. 1 No. of 96 Sq.mm Digital meter to read KW/KVA/PF 1 No. of 45 - 50 - 55 HZ, 96 Sq.mm, vibrating read type, frequency meter, flush mounting. 1 No. of Earth leakage relay with CB CT, flush mounting line voltage monitors (LVM) AVR with necessary CTs (if not machine mounted). Battery charger (trickle/boost) complete with transformer, rectifier, semiconductor devices, resistors, indicating instruments (ammeter/ voltmeter) on AC and DC sides, lamps, selector switches, etc., The continuous rating of the bridge shall be around 20 A for 180 AH and transformer rated for 100 VA continuously." "1 No. of 125 A, 25 kA, MCCB with shunt trip and bult in short circuit and over load relay of C&S/Havels/BCH/GE/CGL or any other Board approved make along with earth fault release and suitable thermal release. 1 set of Auxillary contactors as required to complete with suitable pneumatic timers. 1 set of DC control relays, timers for engine start, stop sequence timing, failure to start, lockout, alternator contactor time delay, run on timer, mains return time delay etc., Phase indicating lamps with control fuses for DG and EB incomer of C&S/BCH or any other Board approved make. Dual sound Electronic Hooter for audio alaram 1 No. of Engine control switch. 1 No. of mode selector switch-Auto-Manual-Test-OFF. Robust protected type, spring return push buttons as required (start/stop/test/Acknowledge/ Reset/emergency-press to stop/ etc.,) of BCH/C&S or any other Board approved make." "Thermal Over load relay Solid state announciator to work on DC supply for the following:- EB on DG on Load on generator Low lube oil pressure Low fuel oil level Over current Earth fault Earth leakage Battery charger on Idle running High water temparature Trip circuit healthy Bearing temparature Lot of any other materials, accessories, consumables, terminal blocks, etc., as required to complete the panel to make it fuunctionally operationally sound, even if not explicitly specified. Note:- The contractor shall be responsible to obtain all necessary permissions, certifications, N.O.C, etc; from the concerned authorities, including necessary statutory fees, Energy meter & Calibration test fees, etc; and all necessary approvals to ensuure the job complete as per approved design and specifications " Anti-vibration mounts: Supply and installing of heavy duty anti-vibration mounts/ pads below the Generator etc., complete with all lead and lift, as per approved design and specifications and as per the instructions of the engineer in -charge.
1
-
9500000
Earthing: Providing earthing as per latest IS 3043, and the work shall include the following: a) Earth Electrodes FOR LT System :- supplying, fixing , wiring , earth electrode for grounding using 40mm dia 2.9 thick GI pipe 2.5 mtr long burried in a pit including digging of pit. The pit should be filled with equal proportion of salt and charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the equpiment etc., is to be established through GI pipe of size as per ISI specification using 12 mm dia bolts, nouts, wshers and checknuts etc.,The pipe shall have 16 through holes of 122 mm dia. The other end of GI pipe is required to be provided with a funnel with wire mesh, GI check nuts, GI nut washers etc., An inspection chamber of 300 x 300 x 300 mm size shall be constructed with CC 1:3:6 prop., 150 mm thick for sides and 100 mm thick at bottom. The chamber shall be provided with CI/MS cover hinged to the frame. The electrical equipment shall be connected to the earth pit through 25 x 11 mm size pure electrolytic copper strip or 50 x 6 mm size GI strip for equipment earthing (approximate length 10 m). with all lead and lift as directed by the Engineer In-Charge
8
-
160000
Earthing: Providing earthing as per latest IS 3043, and the work shall include the following: Supply and providing, Copper Plate earth station comprising of 40 mm dia 2.9 mm thisk, 2.5 mtr long GI pipe with GI funnelwith mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosd in CC chamber of 400x400x400mm with cast iron cover. The earth electrode should be covered with alternate layers of salt and charcoal from the bottom of CC chamber. The connection from the electrode is to be established through GI strips using GI bolts and nuts. Digging 300 mm dia earthing pits to suitable depth for burriyng the main electrodes in the pit. The pit shall be filled with alternate layers of salt and charcoal 150 mm thick around the pipe to the entire depth. The electrical equipment shall be connected to the earth pit through 25 x 11 mm size pure electrolytic copper strip or 50 x 6 mm size GI strip for equipment earthing (approximate length 20 m). with all lead and lift as directed by the Engineer In-Charge
4
-
100000
Supplying and laying of earthing strips additionally rtequired for earthing, wires with necessary accessories like clamps, csrews, nuts and bolts etc., complete inclusive of terminations etc., complete with all lead and lift as per directions of with all lead and lift as directed by the Engineer In-Charge Supply & Installation of earthing Strip 40 x 6 copper.
20
-
16000
Supply & Installation of earthing Strip 40 x6 GI with all lead and lift as directed by the Engineer In-Charge
135
-
81000
Erection & Installation Works: Supply and installation of the following items including all necessary accessories, scafolding etc., complete with all lead and lift as directed by the Engineer In-Charge as per approved design and specifications and as per the instructions of the engineer in charge. : M.S Exhaust piping:M.S Exhaust pipe 125 mm dia complete with M.S Supports.
10
-
18000
-do- Residential Silencer supproting frame. with all lead and lift as directed by the Engineer In-Charge
2
-
2000
-do-Thermal insulation with aluminium cladding for exhaust piping with all lead and lift as directed by the Engineer In-Charge
5
-
2500
-do- Thermal insulation with aluminium cladding for residential silencer with all lead and lift as directed by the Engineer In-Charge
1
-
200
Supplying and laying of 6 c x 2.5 sqmm control cable with all lead and lift as directed by the Engineer In-Charge
5
-
1500
Supply and installation of Cable entry box for alternators with all lead and lift as directed by the Engineer In-Charge
1
-
3000
Safety Gear:-Supply and installation of safety set containing equipment such as rubbermats, shock treatment chart, First Aid box, 1 No. of fine extinguishers, set of 2 buckets including stand, danger board etc., complete with all lead and lift as per approved design and specifications and as per the instructions of the engineer-in-charge.
1
-
25000
Dismantling and removing of existing 150HP Non- clog sewage pumpsets -2 Nos in the wetwell at Thaneerhalla NH Bypass Road along with mainfold, valves and specials, Panel boards, FCMA starters, 200 kVA transformer and 275 kVA DG set with panel boards along with all allied accessories in Generator room and shifting it to the new location / stores as directed by CMC Hassan/ the Engineer In-Charge
1
-
100000
PART - C: Designing, providing, constructing, hydraulic testing, commissioning and giving satisfactorily trials of STP consisting of Inlet Chamber, Screen Chamber, Detritus Tanks, Distribution Chamber and SBR Basins, Sludge Sump, Chlorine Contact Tank, Chlorinator Room / Shed, Sludge Dewatering Equipment, necessary piping work with equired valves, gates, drains, pathways, Administration Block cum Laboratory, Laboratory Equipments, Internal Roads, Pathways,Tools and Plants, complete as turnkey job with all involved civil, electrical, instrumentation and mechanical works inclusive of following items, units as per detailed specifications for civil, electrical and mechanical components etc. Online analyzer sensor for measurement of COD, BOD, TSS working on UV-Vis spectrophotometer (Dual Beam absorption Spectrophotometer) including smart controller with universal display and UPS for battery backup and all necessary items.complete to achieve : BOD < 10ppm, TSS < 10ppm,Biological TN <10ppm & PO4 < 2ppm to get recyclable quality of water for industrial / agricultural purposes. The Coagulant Dosing System shall be provided as an optional/ back up. All units shall be interconnected with administration building by Suitable or RCC overhead walkways . Including desludging and leveling the surface at existing STP with borrowed earth required for the construction of STP and to get effluent characteristics as per NGT standards. All equipments & components required for smooth running of the plant - 20 MLD capacity SBR with all lead and lift as directed by the Engineer In-Charge
1
-
216916589.9
-do- 10 MLD capacity SBR with all lead and lift as directed by the Engineer In-Charge
1
-
136332984.93
-do- 5MLD capacity SBR with all lead and lift as directed by the Engineer In-Charge
1
-
81348366.49
Designing (hydraulic, process, structural and aesthetic), providing, construction, hydraulic testing, commissioning and giving satisfactorily trial run for 3 months of STP consisting of Inlet Chamber, Screen chamber, Grit Separator, MBBR (Based on technologies providing attached growth on plastic media kept suspended in the sewage due to low density of plastic & provided with diffused air for aeration with tank, Secondary Clarifier, Sludge collection sump, Gravity Sludge Thickener, Chlorine Contact Tank, Chlorinator room, Sludge Dewatering Equipment, associated piping work with required valves, gates, drains, Administration Block cum Laboratory, associated buildings, Laboratory Equipments, inclusive of mandatory spare parts and instrumentation, etc. complete as turnkey job with all involved civil, electrical, instrumentation and mechanical works inclusive of following items, units as per detailed specifications for civil, electrical, instrumentation and mechanical components etc. complete to achieve BOD < 10ppm, TSS < 10ppm, Biological TN < 10ppm & PO4 < 2ppm to get recyclable quality of water for industrial / agricultural purposes. The Coagulant Dosing System is mandatory for chemical phosphorus removal. All units shall be interconnected with administration building by Suitable or RCC overhead walkways. including diversion, Interception from Machine holes to collection chamber with required capacity pumping machineries, rising main & DG set and to get effluent characteristics as per NGT standards and any equipments & components required for smooth running of the plant - 2 MLD MBBR 2 Nos with all lead and lift as directed by the Engineer In-Charge
2
-
94794322.64
PART - D : 5 years of Operation and Maintenance of 20 MLD SBR STP 1st year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, establishment, Cost of Chemicals, consumables, transportation and disposal of sludge, Cost of transportation vehicle with driver including all lead and lift
1
-
6187800
2nd year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
1
-
6559068
3rd year O&M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
1
-
6952612.08
4th year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
1
-
7369768.8
5th year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
1
-
7811954.93
5 years of Operation and Maintenance of 10 MLD SBR STP 1st year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, establishment charges, Cost of Chemicals, consumables, transportation and disposal of sludge, Cost of transportation vehicle with driver including all lead and lift
1
-
3509620
2nd year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
1
-
3720197.2
3rd year O&M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
1
-
3943409.03
4th year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
1
-
4180013.57
5th year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
1
-
4430814.39
5 years of Operation and Maintenance of 5 MLD SBR STP 1st year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, establishment charges, Cost of Chemicals, consumables, transportation and disposal of sludge, Cost of transportation vehicle with driver including all lead and lift
1
-
3218790
2nd year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
1
-
3411917.4
3rd year O&M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
1
-
3616632.44
4th year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
1
-
3833630.39
5th year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
1
-
4063648.21
5 years of Operation and Maintenance of 2 nos. of 2 MLD MBBR STPs 1st year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, establishment charges, Cost of Chemicals, consumables, transportation and disposal of sludge, Cost of transportation vehicle with driver including all lead and lift
2
-
5434560
2nd year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
2
-
5760633.6
3rd year O&M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
2
-
6106271.62
4th year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
2
-
6472647.92
5th year O & M including mainentanance of civil and electro-mechanical works, Online analyzer sensor, cost of establishment, cost of Chemicals, consumables, transportation, disposal of sludge & Cost of transportation vehicle with driver etc., as detailed in Section 7, with all lead and lift
2
-
6861006.78
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