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.
Karnataka Urban Water Supply And Drainage Board - KUWSDB Tender
Civil And Construction
Opening Date30 Apr 2021
Closing Date25 May 2021
Tender Amount₹ 75,37,03,214
Costs
EMD
NADocument Cost
NATender Fee
NA
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
KUWSDB/2021-22/WS/WORK_INDENT2960Bid Award Id
ViewTender No
KUWSDB/2021-22/WS/WORK_INDENT2960Tender Authority
Karnataka Urban Water Supply And Drainage Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
-do-4.to 6.00 M depth
210
-
100146.9
-do-6.to 8.00 M depth
50
-
29046
Earth work excavation by manual means 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 complete with all lead and lift as directed by Engineer Incharge .-do- in Disintegrated rock, soft rock, soft shale, medium hard rock comprising of lime stone, sand stone hard shale, schiest, fissured rock without resorting to blasting 0 to 2.00 M depth
25938
-
15815954.88
-do-2.00 to 4.00 M depth
2040
-
1393095.6
-do-4.00 to 6.00 M depth
315
-
248528.7
-do-6.00 to 8.00 M depth
75
-
64658.25
Extra charges for excavation in all classifications in watery situation or foul conditions may be paid as under towards dewatering with an overnight recuperation upto one meter depth & there of as below complete with all lead and lift as directed by Engineer Incharge. 0 to 2.00 M depth
7860
-
752909.4
-do-2.00 to 4.00 M depth
1200
-
164388
-do-4.00 to 6.00 M depth
105
-
18926.25
-do-6.00 to 8.00 M depth
25
-
5742.25
Earth work excavation by manual means 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 in slushy soil complete with all lead and lift as directed by Engineer Incharge.(slushy soil) 0 to 2.00 M depth
3930
-
1590824.7
-do-2.00 to 4.00 M depth
600
-
322596
-do-4.00 to 6.00 M depth
105
-
75110.7
-do-6.00 to 8.00 M depth
25
-
21784.5
Earth work excavation by manual means 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 complete with all lead and lift as directed by Engineer Incharge -do- in hard rock by chistelling -do-0 to 2.00 M depth
2358
-
5792544.9
-do-2.to 4.00 M depth
2760
-
7274725.2
-do-4.to 6.00 M depth
630
-
1716989.4
-do-6.to 8.00 M depth
150
-
421785
Earth work excavation by manual means 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 complete with all lead and lift as directed by Engineer Incharge -do- in hard rock by controlled blasting. 0 to 2.00 M depth
2358
-
4131286.74
-do-2.00 to 4.00 M depth
2400
-
4709160
-do-4.00 to 6.00 M depth
420
-
853087.2
-do-6.00 to 8.00 M depth
100
-
217021
Earth work excavation by manual means 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 complete with all lead and lift as directed by Engineer Incharge -do-in hard rock by blasting. 0 to 2.00 M depth
2358
-
3220509.24
-do-2.00 to 4.00 M depth
2400
-
3782160
-do-4.00 to 6.00 M depth
420
-
690862.2
-do-6.00 to 8.00 M depth
100
-
178396
Earthwork in excavation for pipeline trenches upto 600mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 meters where ever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the avaliable excavated earth locally for the work etc., complete with all lead and lift as directed by Engineer Incharge -do- in Ordinary/All soils/Hard soil 0 to 3.00 M depth
30392
-
4069488.8
-do-3.00 to 4.00 M depth
4000
-
589160
-do-4.00 to 5.00 m depth
560
-
90731.2
-do- 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. 0 to 3.00 M depth
17292
-
3099072.24
-do-3.00 to 4.00 M depth
2000
-
394280
-do-4.00 to 5.00 m depth
280
-
60720.8
-do- Hard rock - Any rock excavation by using mechanical plant / machinery. 0 to 3.00 M depth
4716
-
4930342.2
-do-3.00 to 4.00 M depth
2000
-
2300000
-do-4.00 to 5.00 m depth
560
-
708400
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 specials (including cost of 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 etc., complete with all lead and lift as directed by Engineer Incharge(contractor will make his own arrangements for procuring water for testing). -do-160 mm dia SN 8-Ringtite
17410
-
8434970.9
-do-200 mm dia SN 8-Rigtite
741
-
512772
-do-250 mm dia SN 8-Rigtite
746
-
739390.44
-do-160 mm dia SN 8-Rigtite in dewatering conditions
6331
-
3364040.16
-do-200 mm dia SN 8-Rigtite in dewatering conditions
270
-
201857.4
-do-250 mm dia SN 8-Rigtite in dewatering conditions
272
-
285420.48
Supplying ,lowering, laying, fixing, testing and commissioning of Unplasticised PVC Junction pipes conforming to IS 15328-2003 with latest amendments of following sizes and conveying to work site and testing with water including cost of jointing material setc., complete with all lead and lift directed by Engineer Incharge of size 160mm x 160mm x 110 mm diameter
25
-
15808
-do-200mm x 200mm x 110 mm
25
-
24366
-do-250mm x 250mm x 110 mm
25
-
36781.25
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 including 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 with all lead and lift as directed by Engineer Incharge(Contractor will make his own arrangements for procuring water for testing) '-do-150 mm dia
45265
-
15898425.95
-do-200 mm dia
2098
-
896790.1
-do-250 mm dia
4028
-
2028782.76
Supplying, lowering, laying, fixing, testing & commissioning S.W. junction pipes, conforming to IS 651:1992 with latest amendements of sizes including conveying to worksite & caulking with hemp dipped in tar cement & jointing with C.M 1:1.5 perfect linking curing for 10 days & testing with water,with all lead & lifts including cost of jointing materials etc., complete with all lead and lift as directed by Engineer Incharge (contractor will make his own arrangements for procuring water for testing). -do-150mm x 100 mm dia
9053
-
5162111.13
-do- 200 mm x 100 mm dia
420
-
330166.2
-do-250mm x 100 mm dia
806
-
855689.9
Supplying S&S RCC spun pipes NP-3 class conforming to IS 458:1988 with latest amendments and 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 (including 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 & lift & as directed and giving necessary hydraulic test to the required pressure as per ISS and testing & commissioning etc., complete with all lead and lift as directed by Engineer Incharge (contractor will make his own arrangements for procuring water for testing)(For UGD works the pipe shall be manufactured using Sulphate Resistant Cement (SRC) only) '-do-300 mm dia
3000
-
5395710
-do-350 mm dia
20
-
44908.2
-do-400 mm dia
2200
-
5525784
-do-450 mm dia
20
-
55935.2
-do-500 mm dia
1667
-
5260651.92
-do-600 mm dia
20
-
81027
-do-700 mm dia.
20
-
106373.6
Supplying S&S RCC spun pipes NP-3 class conforming to IS 458:1988 with latest amendments and 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 (including 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 & lift & as directed and giving necessary hydraulic test to the required pressure as per ISS and testing & commissioning etc., complete with all lead and lift as directed by Engineer Incharge (contractor will make his own arrangements for procuring water for testing)(For UGD works the pipe shall be manufactured using Sulphate Resistant Cement (SRC) only) -do-300 mm dia S&S NP3 Class RCC pipes in dewatering coditions
420
-
889291.2
-do-350 mm dia
15
-
38679.3
-do-400 mm dia
308
-
888450.64
-do-450 mm dia
15
-
48069.6
-do-500 mm dia
1000
-
3615140
-do-600 mm dia
15
-
68070.45
-do-700 mm dia
15
-
87937.8
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 etc., complete with all lead and lift as directed by Engineer Incharge(contractor will make his own arrangements for procuring water for testing). -do-150 mm dia
11115
-
3890027.7
-do-200 mm dia
200
-
95414
-do-250 mm dia
1300
-
835471
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 etc., complete with all lead and lift as directed by Engineer Incharge(contractor will make his own arrangements for procuring water for testing).-do-150 mm dia in dewaterig conditions
3705
-
1422608.85
-do-200 mm dia
100
-
51261
-do-250 mm dia
200
-
137702
Supplying , lowering, laying, fixing, testing and commissioning of of Class SN 8 Double wall corrugated special etc., of following sizes and conveying to work site and testing with water including cost of jointing materials etc., complete with all lead and lift as directed by Engineer Incharge of size 150mmx150mmx110 mm dia pipes
25
-
13930.75
-do-200mmx200mmx110 mm
25
-
15788.5
-do-250mmx250mmx110 mm
25
-
20706.75
Providing and constructing of Manhole 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 manhole frame and cover conforming to IS 12592 (Part-I): 1988 & IS 12592 (Part-II):1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing, barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Manhole No. on the inner and outer conical surface etc. as per the drawing etc., complete with all lead and lift as directed by Engineer Incharge for various diameters and depths noted below. with table moulded bricks of approved quality and medium duty SFRC manhole frame and cover for 1.20 Mtr. dia. and 1.00m depth
910
-
17772500.2
-do-1.10 Mtr Depth
409
-
8459616.94
-do-1.20 Mtr Depth
426
-
9302608.86
-do-1.30 Mtr Depth
186
-
4276244.16
-do-1.40 Mtr Depth
130
-
3151591.3
-do-1.50 Mtr Depth
101
-
2565042.46
-do-1.60 Mtr Depth
71
-
1885042.9
-do-1.70 Mtr Depth
89
-
2474409.15
-do-1.80 Mtr Depth
59
-
1708392.2
-do-1.90 Mtr Depth
48
-
1445244
-do-2.00 Mtr Depth
31
-
972212.7
-do-2.10 Mtr Depth
47
-
1541855.68
-do-2.20 Mtr Depth
42
-
1438465.98
-do-2.30 Mtr Depth
45
-
1606182.3
-do- with table moulded bricks of approved quality and heavy duty SFRC manhole frame and cover for 1.20 Mtr. Dia and 1.00 m depth
182
-
3641496.04
-do-1.10 Mtr Depth
104
-
2200812.64
-do-1.20 Mtr Depth
108
-
2410031.88
-do-1.30 Mtr Depth
48
-
1126490.88
-do-1.40 Mtr Depth
34
-
840514.34
-do-1.50 Mtr Depth
27
-
698610.42
-do-1.60 Mtr Depth
19
-
513530.1
-do-1.70 Mtr Depth
19
-
537326.65
-do-1.80 Mtr Depth
16
-
470940.8
-do-1.90 Mtr Depth
16
-
489396
-do-2.00 Mtr Depth
9
-
286557.3
-do-2.10 Mtr Depth
12
-
399401.28
-do-2.20 Mtr Depth
11
-
381999.09
-do-2.30 Mtr Depth
11
-
397880.34
-do- with table moulded bricks of approved quality and medium duty SFRC manhole frame and cover for 1.50 Mtr. dia.and 2.40 Mtr Depth
30
-
1384827.6
-do-2.50 Mtr Depth
27
-
1293402.6
-do-2.60 Mtr Depth
27
-
1343133.36
-do-2.70 Mtr Depth
23
-
1184236.65
-do-2.80 Mtr Depth
23
-
1226599.89
-do-2.90 Mtr Depth
28
-
1542052.68
-do-3.00 Mtr Depth
19
-
1081388.61
-do-3.10 Mtr Depth
15
-
885923.4
-do-3.20 Mtr Depth
14
-
856911.16
-do-3.30 Mtr Depth
15
-
950314.65
-do-3.40 Mtr Depth
18
-
1180794.24
-do-3.50 Mtr Depth
18
-
1219429.08
-do-3.60 Mtr Depth
26
-
1817203.18
-do-3.70 Mtr Depth
12
-
865653.6
-do-3.80 Mtr Depth
11
-
817125.98
-do-3.90 Mtr Depth
4
-
305722.2
-do-4.00 Mtr Depth
4
-
314703.68
-do-4.10 Mtr Depth
5
-
407242.5
-do-4.20 Mtr Depth
5
-
421105.4
-do-4.30 Mtr Depth
5
-
434968.3
-do-4.40 Mtr Depth
3
-
269595.69
-do- with table moulded bricks of approved quality and medium duty SFRC manhole frame and cover for 1.80 Mtr. diaand 4.50m depth
4
-
387645.12
-do-4.60 Mtr Depth
5
-
496892.65
-do-4.70 Mtr Depth
6
-
611668.74
-do-4.80 Mtr Depth
4
-
417648.16
-do-4.90 Mtr Depth
5
-
534396.45
-do-5.00 Mtr Depth
1
-
109445.55
-do-5.10 Mtr Depth
1
-
112076.66
-do-5.20 Mtr Depth
1
-
114707.77
-do-5.30 Mtr Depth
1
-
117338.88
-do-5.40 Mtr Depth
1
-
120068.99
-do-5.50 Mtr Depth
2
-
245400.2
-do-5.70 Mtr Depth
4
-
512245.28
-do-5.80 Mtr Depth
3
-
392077.29
-do-5.90 Mtr Depth
5
-
666617.7
-do-6.00 Mtr Depth
1
-
136053.65
-do-6.10 Mtr Depth
1
-
139454.2
-do-6.20 Mtr Depth
1
-
142854.76
-do-6.30 Mtr Depth
2
-
292510.62
-do-6.50 Mtr Depth
2
-
306310.84
-do-6.70 Mtr Depth
1
-
160055.53
-do- with table moulded bricks of approved quality and heavy duty SFRC manhole frame and cover for 1.50 Mtr. dia.and 2.40 Mtr Depth
8
-
373111.36
-do-2.50 Mtr Depth
7
-
338672.6
-do-2.60 Mtr Depth
7
-
351565.76
-do-2.70 Mtr Depth
6
-
311799.3
-do-2.80 Mtr Depth
6
-
322850.58
-do-2.90 Mtr Depth
7
-
388859.17
-do-3.00 Mtr Depth
4
-
229572.76
-do-3.10 Mtr Depth
4
-
238158.24
-do-3.20 Mtr Depth
4
-
246743.76
-do-3.30 Mtr Depth
4
-
255329.24
-do-3.40 Mtr Depth
5
-
330388.4
-do-3.50 Mtr Depth
5
-
341120.3
-do-3.60 Mtr Depth
7
-
492593.01
-do-3.70 Mtr Depth
3
-
217847.4
-do-3.80 Mtr Depth
3
-
224286.54
-do-3.90 Mtr Depth
1
-
76908.55
-do-4.00 Mtr Depth
1
-
79153.92
-do-4.10 Mtr Depth
2
-
163853
-do-4.20 Mtr Depth
2
-
169398.16
-do-4.30 Mtr Depth
2
-
174943.32
-do-4.40 Mtr Depth
2
-
180686.46
-do- with table moulded bricks of approved quality and heavy duty SFRC manhole frame and cover for 1.80 Mtr. dia and 4.50m Depth
1
-
97389.28
-do-4.60 Mtr Depth
1
-
99856.53
-do-4.70 Mtr Depth
1
-
102422.79
-do-4.80 Mtr Depth
1
-
104890.04
-do-4.90 Mtr Depth
1
-
107357.29
-do-5.00 Mtr Depth
1
-
109923.55
-do-5.20 Mtr Depth
1
-
115185.77
-do-5.50 Mtr Depth
1
-
123178.1
-do-5.70 Mtr Depth
1
-
128539.32
-do-5.80 Mtr Depth
1
-
131170.43
-do-5.90 Mtr Depth
1
-
133801.54
-do-6.00 Mtr Depth
1
-
136531.65
-do-6.10 Mtr Depth
1
-
139932.2
-do-6.20 Mtr Depth
1
-
143332.76
-do-6.30 Mtr Depth
1
-
146733.31
-do-6.50 Mtr Depth
1
-
153633.42
-do-6.70 Mtr Depth
1
-
160533.53
Construction of RCC manhole chambers of 1:1.5:3 proportion or approved type pre-cast RCC manhole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC manhole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 supplying and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-415 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including sand bedding wherever required, disposal of surplus earth, watering, curing, engraving manhole number with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Precast RCC manholes are for various diameters and depths as stated below and as per detailed drawings, specifications etc., complete with all lead and lift as directed by Engineer Incharge -do- Constructing Pre-cast RCC Manholes 1.2 m internal dia., 1.0 M depth & SFRC cover & frame.
160
-
4423017.6
-do- 1.2 m dia., 2.0 M depth
15
-
634459.8
-do-1.5 m dia., 2.0 M depth
15
-
804562.5
-do- 1.5 m dia , 3.0 M depth
70
-
4961124.7
-do- 1.5 m dia, 4.0 M depth
50
-
4424330.5
-do-1.5 m dia, 5.0 M depth
20
-
2133964.2
-do- 1.5 m dia., 6.0 M depth
20
-
2509071.4
Providing, fixing cast iron soil pipe for ventilating shaft 5m high with specials & cowl & with suitable grips in CC 1:2:4 pillar using 10 to 20mm graded hard granite/ trap/basalt or any other approved metal with 15cm thick CC around upto 1.22m above the GL & with a foundation base of 90x90x90 cms plastered with 12mm thick CM 1:3 to all exposed faces & linking the shaft to the manhole by means of 15 cms dia. S.W. pipes & specials, jointing, with tar dipped hemp 1:1 1/2 CM caulking, curing, with all lead & lifts. for all materials earth work excavation & refilling in all strata & disposal of surplus earth work excavation & refilling in all strata & disposal of surplus earth With 150 mm Dia shaft etc., complete with all lead and lift as directed by Engineer Incharge.
50
-
1371960
Refilling pipeline trenches & foundation with selected available earth from trench excavation & foundation including watering, consolidation layers of 15 cm., thickness with vibro rollers including disposing off the surplus earth etc., complete with all lead and lift as directed by Engineer Incharge
116250
-
12332962.5
Cutting Road surface for pipe line trenches and disposing off the excavated stuff as directed including barricading, danger lighting etc., complete with all lead and lift as directed by Engineer Incharge. In the following classification.-do- For Macadam Road.
5527.25
-
1969801.36
-do-For Asphalt Road.
4737.65
-
3098659.98
-do-For Cement Concrete Road
5922.06
-
7771045.57
Restoration of Road Providing, laying, spreading and compacting cushed stone aggregates 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 as per specifications with all lead and lift. and as directed by Engineer-in-charge
16186.96
-
31477809.89
Providing and applying tack coat using 80/100 grade bitumen (VG 10) on granular base such as WBM surfaces hot bitumen primed at 4 kg per 10 sqm, heating bitumen in boiler fitted with spray set including cost of all materials, labour, HOM of machineries complete as per specifications with all lead and lift. and as directed by Engineer-in-charge
31584.3
-
650636.58
Providing & laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base/binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates & bitumen in hot mix plant , transporting the mixed material in tipper to paver & laying mixed material with paver finisher to the required level & grade, rolling by smooth wheeled vibratory and tandem rollers to achieve the desired density, but excluding cost of primer/tack coat and including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications with all lead and lift. and as directed by Engineer-in-charge .- do - using 120 TPH capacity asphalt batch mix plant with sensor paver Gr-1 (80mm to 100mm) with 3.3 percent VG-30 Bitumen
4737.65
-
24384258.16
Providing and laying Seal Coat for sealing the voids on Bituminous surface, laid to the specified levels grade and cross fall manually and rolling with power roller 8-10 tones capacity including cost of all materials, labour, HOM complete as per the specifications with all lead and lift and as directed by Engineer-in-charge -do- TYPE B- using graded aggregates 2.36mm and down size at 0.006 cum/sqm with bitumen binder VG-10(80/100 grade) at 0.68 kg/sqm
31584.3
-
1463932.3
Constructing un-reinforced plain cement concrete for pavement, using grade M-30 over a prepared sub base with OPC coarse aggregate at 0.69 cum and fine aggregate 0.46 cum coarde and fine aggregare conforming to IS:383-2016 with superplastizer at 3 ltrs confirming to IS 9103-2008, , mixed in a concrete mixer of not less tan 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work( steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints including grove cutting charges, joint filler, separation membrane of impemeable palstic sheet of 125 micron, sealant primer, joint sealant, admixture as approved curing compound, finishing to lines and grade textured with texturing machine and curing including cost of all materials, labour, hire charges of machinary all lead and lift charges etc., complete as per specification _do- with OPC at 360KG/cum and coarse aggregate at 0.69cum and fine aggregate at 0.46cum
5922.06
-
30809280.27
Removing and resetting of footpath slab etc., complete with all lead and lift as directed by Engineer Incharge.
20000
-
4058200
Removing BS slab of drain and stacking etc., complete with all lead and lift as directed by Engineer Incharge.
9600
-
978912
Removing & Refixing stone slabs of drains and pointing in CM 1:3 etc., complete with all lead and lift as directed by Engineer Incharge.
9600
-
1038240
Providing course Sand Bedding for the pipeline trenches including watering & consolidation by punners etc., complete with all lead and lift as directed by Engineer Incharge(in Black cotton soil and rock reaches)
3600
-
6277644
Providing Murrum/Gravel bedding for the pipe line trenches including watering & Consolidation by punners etc., complete with all lead and lift as directed by Engineer Incharge. (in Black cotton soil and rock reaches)
18897
-
5041152.69
Dismantling size stone masonry in clay mortar and stacking the size stone within a radius of 50m and removing the debris including cost of materials, labour ,HOM etc., complete with all lead and lift as directed by Engineer Incharge.
270
-
75365.1
Dismantling burnt brick masonry in clay mortar/lime mortar/cement mortar and stacking the bricks within a radius of 50m and removing the debris including cost of materials, labour ,HOM etc., complete with all lead and lift as directed by Engineer Incharge.
270
-
68690.7
Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6, stone hammered dressed in courses not less than 20 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing etc., complete with all lead and lift as directed by Engineer Incharge.
540
-
2570886
Supplying Ductile Iron pipes conforming to IS 8329:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes where ever necessary including jointing of DI pipes and specials (exculding cost of specials) with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying soft soap to the spigot and 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 hydraulic test to the required pressure as per ISS etc., complete with all lead and lift as directed by Engineer Incharge including cost of jointing materials. (contractor will make his own arrangements for procuring water for testing). NOTE: In sewerage projects, High Alumina Cement (HAC) is permitted for internal cement mortor lining (CML) of DI pipes as recommended in Annexure B, Clause 16.3 of IS 8329:2000 in place of Slag or Sulphate Resistance Cement (SRC). DI K-7 Class including sulphate resistance cement coating for UGD works.-do- 150mm dia
2150
-
2845417.5
-do-200mm
87
-
160474.11
-do-250mm
167
-
401175.75
-do-300mm
195
-
593158.8
-do-400mm
126
-
575309.7
-do-450mm
12
-
64758
-do-500mm
28
-
177044
Supplying and fixing of DI specials with ISI mark conforming to IS 9523 / 2000 suitable for jointing 100 mm to 600 mm dia DI pipes coated with rust prevention coatings etc., complete with all lead and lift as directed by Engineer Incharge as below: A) External coating: a) Metalic zinc with finishing layer of bituminous as per Annexure "A" of IS:9523/2000 b) Zinc rich paint with finishing layer of bituminous as per Annexure "A" of IS:9523 / 2000 c) Bituminous paint as per Annexure "C" of IS:9523 / 2000 B) Internal Lining: a) Portaland Cement (with or without additives) mortar as per Annexure - "B" of IS:9523/2000 b) Cement Mortar with coat as per Annexure "B" of IS:9523 / 2000 c) Bituminous paint as per Annexure "C" of IS:9523 / 2000
6000
-
462000
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 & 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 etc., complete with all lead and lift as directed by Engineer Incharge as below (contractor will make his own arrangements for procuring water for testing). -do-25 mm dia., 10 Kg/Cm2
2000
-
112060
32 mm dia., 10 Kg/Cm2
2000
-
150360
50 mm dia., 6 Kg/Cm2
2000
-
208840
63 mm dia., 6 Kg/Cm2
1500
-
173625
90 mm dia., 6 Kg/Cm2
1500
-
291660
110 mm dia., 6 Kg/Cm2
1500
-
397470
Carting of excavated earth of all types upto a distance mentioned below and re-carting back to the same site by vehicle including loading, unloading charges for to & fro, with all lifts and labour, HOM of machinery etc., complete with all lead and lift and as directed by Engineer incharge and after obtaining the approval of the Chief Engineer.-do-Upto 1.0 km
3487.5
-
729201.38
-do-1.0 to 2.0 km
3487.5
-
811820.25
-do-2.0 to 3.0 km
2325
-
591503.25
-do-3.0 to 4.0 km
2325
-
637003.5
-do-4.0 to 5.0 km
2325
-
682503.75
-do-Every km beyond 5.0 km
2325
-
33526.5
Making of 150 mm dia Bores to Box drains & open drains of RCC / SSM / Culverts for passing the House connection PVC lines etc., complete with all lead and lift as directed by Engineer Incharge
100
-
120000
Cleaning the night soil slush from the Septic Tank including cleaning and removing the same with all lead and lift etc.,complete as directed by the Engineer-in-charge.
4500
-
1350000
b) Construction of 0.6m dia Circular precast Receiving Chamber 100 Nos, Construction of Precast chamber 0.6x0.6x0.6m 100 nos,Construction of Precast chamber 0.6x0.6x0.6m 100 nos & Construction of pipe supports for outfall sewers-75 Nos Earth work excavation for pipeline trenches by manual means (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 etc., complete with all lead and lift as directed by Engineer In chargein the following strata. in all soils mixed with boulders of 30 Cms., size up to and exclusive of disintegrated rock (0- 2.00 m depth)
481
-
129802.66
-do- In disintegrated rock, soft rock, soft shale, medium hard rock comprising of lime stone sand stone, hard shale, schist, fissured rock wihtout resorting to blasting
274.25
-
167226.68
-do-In hard rock by Controlled Blasting
24
-
42048.72
-do-In hard rock by Chistelling
24
-
58957.2
-do-In hard rock by Blasting
24
-
32778.72
Providing and laying C.C. 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 & lifts including plywood / steel form work, machine mixing, laying, tamping, curing etc.,complete as directed by the Engineer-in-charge.
82.25
-
475102.32
Providing & laying vibrated M25 design mix for RCC works (excluding cost of reinforcement) with 20mm & down size of approved gradation hard broken granite, trap, basalt or with any other approved hard broken granite including weigh batch plant mixing cost & conveyance of all materials with all lead and lift laid in 15cms. thick layers, well consolidated, vibrated, curing, plastering and smooth finishing the exposed faces wherever necessary plywood/ steel formwork, centering etc.,complete as directed by the Engineer-in-charge. (exculding cost of reinforcement) for independent /combined footing, raft, beams below GL. (Cement @ 360kgs)
16
-
111312.8
Providing & laying vibrated M30 design mix for RCC Works with 20 mm & down size of approved gradation hard broken granite, trap, basalt or any other approved hard aggregate, including cost & conveyance of all materials with all lead & lift 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 & giving satisfactory water proof testing etc., complete (excluding cost of reinforcement) for vertical side walls, alround effluent channel baffels etc.,complete with outside form finishing as directed by the Engineer-in-charge.(Cement @ 400kgs) and as directed by the Engineer In charge.
85
-
1166459.25
Providing and laying vibrated M30 design mix for RCC work with 20 mm and down size of approved gradation hard broken granite, basalt, trap or any other approved hard aggregate including cost and conveyance of all materials with all lead and lift including weigh batch plant mixing, centreing plywood / steel form work, scaffolding tamping, curing, cement mortar plastering in C.M. 1:3 proportion 12 mm. thick for inside surface etc., complete (excluding cost of reinforcement) for R.C.C. covering slab (Flat slab) (Cement @ 400 Kgs)and as directed by the Engineer In charge.
14
-
184191.7
Supply TMT bars Fe-500 & Labour charges for fabrication mild steel or tor steel bars of all sizes for reinforcement of RCC 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 as directed by the Engineer-in-charge
27.75
-
1411185.46
Providing and fixing MS sheet 1 mm thick around periphery of covering slab etc., complete with all lead and lift and as directed by the Engineer-in-charge
1283
-
54181.09
Labour charges for fixing receiving chamber unit at works site etc.,complete with all lead and lift and as directed by the Engineer-in-charge
300
-
104400
Refilling pipeline trenches & foundation with selected available earth from trench excavation & foundation including watering, consolidation in layers of 15 cms., thickness with vibro rollers including disposing off the surplus earth etc., complete with all lead and lift as directed by Engineer Incharge
829
-
87948.61
Providing & laying in position reinforced cement concrete of Design mix M20 with OPC cement @320kgs with 20mm down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @0.46cum, with super plastisiser @ 3lts confirming to IS 9103-1999 reaffirmed-2008 machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM , curing, complete as per specifications with all lead and lift as directed by Engineer Incharge
152.25
-
906237.68
Providing and removing, centering, shuttering, strutting, propping etc., and removal of form work for columns, pillars, post and struts, circular or curved in plan including cost of all materials, labour complete as per specifications with all lead and lift as directed by Engineer Incharge
495
-
465493.05
Construction of Screen Chamber, Grit Chamber, & common collection chamber near wetwell of Zone 1,2&3 Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, 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 ( with all lead and lift as directed by Engineer Incharge) -do- In Ordinary / All soils / Hard soil 0 to 3 mtr depth
465.71
-
41732.27
-do- 3 to 6 mtr depth
62.78
-
6401.68
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. 0 to 3 mtr depth
264.96
-
31657.42
-do-3 to 6mtr depth
53.39
-
7313.9
-do- In Hard rock - Any rock excavation by using mechnical plant/machinery. 0 to 3 mtr depth
72.27
-
50394.59
-do-3 to 6 mtr depth
197.83
-
158529.09
Providing and laying C.C. 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 & lifts including plywood / steel form work, machine mixing, laying, tamping, curing etc.,complete as directed by the Engineer-in-charge.
24.06
-
138978.26
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 & lift, 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 etc.,complete with all lead and lift as directed by the Engineer-in-charge. (contractor will make his own arrangements for procuring water for testing) (Cement @ 400 Kgs).
25.4
-
193791.08
Providing and laying Vibrated M30 design mix using 20mm and down size of approved gradation hard granite, trap or basalt broken metal including weigh batch plant mixing, shoring, strutting, plywood/steel form work, curing etc., complete with all lead for all materials, for well curb or RCC cutting edge etc.,complete with all lead and lift as directed by the Engineer-in-charge. (Cement @ 400 Kgs).-do- for RCC steining below ground level.
109.8
-
1125211.73
-do- for RCC steining above ground level upto 3.50 Mtr height (Cement @ 400kgs)
5.82
-
60193.87
Providing & fixing M.S ladder between landing 45 cms. Wide using angle iron of following size & 20 mm M.S bars at 25 cms. Center to center with necessary supports of same angle iron as directed including hand railing on both sides with 25 mm dia. G.I pipes with angle iron props at 2 m. interval & 0.5 m. height including fixing in ground with C.C 1:2:4 & two coats of nonpoisonous anticorrosive bituminous paint etc., complete with all lead & lift as directed by the Engineer-in-charge. 1) 65 x 65 x 10 mm angle iron
25.95
-
43342.99
Supply of TMT bars Fe-500 & Labour charges for fabrication tor steel bars of all sizes for reinforcement of RCC 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 with all lead & lift as directed by the Engineer-in-charge.
17.08
-
868578.29
Filling alround the well behind steining with available excavated rubble or earth (obtained from the well excavation) including providing and laying necessary graded filter media ( 6mm to 40 mm . Size alround the weep holes) as directed and had packing wherever necessary without causing damage to well steining with all lead and lift etc., complete Labour chrages for back filling etc.,complete with all lead & lift as directed by the Engineer-in-charge.
1116.95
-
71328.43
Supply, delivery & fixing of suitable size Mechanical Screen with raking arrangements for screen chamber proposed near wetwells including loading, unloading and stacking at site etc., complete with all lead and lifts and as directed by Engineer-in-charge.
3
-
675000
Providing and fixing plastic Foot Steps etc.,complete with all lead & lift as directed by the Engineer-in-charge.
36
-
3670.92
Providing and Supply, delivery & fixing of suitable size Mechanical Screen with raking arrangements for screen chamber proposed near wetwells including loading, unloading and stacking at site etc., complete with all lead and lifts and as directed by Engineer-in-charge. for grit chamber
3
-
750000
Construction of one number of 8mtr dia wetwell near Zone 2 and two numbers of 6mtr dia wetwells near Zone 3 &4 Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, 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 ( with all lead and lift as directed by Engineer Incharge) -do- In Ordinary / All soils / Hard soil 0 to 3 mtr depth
963.37
-
86327.59
-do-3 to 6 mtr depth
254.98
-
26000.31
-do-6 to 9 mtr depth
44.48
-
5222.84
Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, 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 ( with all lead and lift as directed by Engineer Incharge) in Dewatering Conditions -do- In Ordinary / All soils / Hard soil 0 to 3 mtr depth
90.88
-
9772.33
-do- 3 to 6 mtr depth
149.33
-
18272.02
-do- 6 to 9 mtr depth
28.02
-
3948.02
Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, 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 ( with all lead and lift as directed by Engineer Incharge -do- 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. 0 to 3 mtr depth
508.95
-
60809.35
-do- 3 to 6mtr depth
165.08
-
22614.31
-do- 6 to 9 mtr depth
28.02
-
4415.67
-do-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.Dewatering Conditions 0 to 3 mtr depth
90.88
-
13030.37
-do- 3 to 6mtr depth
105.65
-
17367.8
-do- 6 to 9 mtr depth
16.47
-
3114.64
-do- In Hard rock - Any rock excavation by using mechnical plant/machinery. 0 to 3 mtr depth
163.59
-
114072.94
-do- 3 to 6 mtr depth
381.42
-
305647.1
-do-6 to 9 mtr depth
47.64
-
43867.86
Providing & Filling in foundation with granite / trap broken metal 100 mm & down size, with approved sand including hand packing ramming watering, including cost of all materials & labour with all lead & lift. as per specitfications and as directed by engineer incharge.
95.33
-
238503.27
Providing and laying C.C. 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 & lifts including plywood / steel form work, machine mixing, laying, tamping, curing etc.,complete as directed by the Engineer-in-charge.
23.74
-
137129.84
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 & lift, 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 etc.,complete with all lead and lift as directed by the Engineer-in-charge. (contractor will make his own arrangements for procuring water for testing) (Cement @ 400 Kgs).
46.12
-
351875.77
Providing and laying Vibrated M30 design mix using 20mm and down size of approved gradation hard granite, trap or basalt broken metal including weigh batch plant mixing, shoring, strutting, plywood/steel form work, curing etc., complete with all lead for all materials, for well curb or RCC cutting edge etc.,complete with all lead and lift as directed by the Engineer-in-charge. (Cement @ 400 Kgs).-do- for RCC steining below ground level.
118.88
-
1218262.03
-do- for RCC steining above ground level upto 3.50 Mtr height (Cement @ 400kgs)
96.59
-
998990.77
Providing and laying vibrated M30 design mix for RCC work using 20mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard broken granite, including weigh batch plant mixing cost and conveyance of all materials with all lead and lift for RCC works in 15cms thick layers well compacted curing with necessary plywood/steel form work, centering etc., plastering and smooth finishing to the exposed faces in CM 1:4 proportion 12mm thick etc.,complete with all lead and lift as directed by the Engineer-in-charge. for main and secondary beams below and above floor level (Cement @ 400kgs)
6.04
-
45000.11
Providing & laying vibrated M30 design mix for RCC work with 20 mm & down size of approved gradation hard granite, basalt or trap or any other approved hard aggregate including cost & conveyance of all materials with all lead and lift including weigh batch plant mixing , centreing plywood/steel form work, scaffolding, tamping curing, cement mortar plastering in C.M 1:3 proportion 12mm thick for inside surface etc.,complete with all lead and lift as directed by the Engineer-in-charge. (excluding cost of reinforcement ) for RCC covering slab (Flat slab) (Cement @ 400 kgs)
63.44
-
834651.53
Providing & fixing pull & push type rolling shutters of brand new out of 18 gauge, 75 mm wide cold rolled steel laths of convex corrugation, with side guides and bottom rail, with interlocking arrangements for steel laths by means of alternate clips, suspension shaft with High tension coil type springs two numbers, mounted on specially designed pipe shaft, with bracket plates, guide channels, ball bearing arrangements, for inside and outside locking with push and pull operations complete including pulling hooks, 4 nos handles with all fittings and accessories, painted with a coat of red lead paint (without top cover) cost of materials, labour, HOM of machinery complete as per specifications with all lead and lift as directed by the Engineer-in-charge. . Shutter size 3.0 x 2.8 m.
22.5
-
60417.22
Providing & fixing top covers made out of 20 gauge M.S sheet over pull & push rolling shutters bent to shape including cost of red lead primer coat of painting, materials, labour, HOM of machinery complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
7.5
-
3723.45
Providing & fixing in position anodized aluminium windows & ventilators as per approved drawing with sliding shutters using double track window frame section of size 61.85mm x 31.75 mm with 1.2 mm thick, bottom section weight 0.695kg/m, sides & top sections 1.3mm thick weight 0.659kg/m & shutter comprising top & bottom section of size 40mm x 18mm 1.25mm thick 0.417 kg/m shutter outer side 40mm x 18mm, 1.25mm thcik weight 0.417 kg/m shutter interlock section 40mm x 26.7 mm 1.1 mm thick, weight 0.469 kg/m the shutters mounted on nylon rollers with approved quality of fixtures such as aluminiun handles, tower bolts etc., Providing & fixing 5.5mm thcik plain glass for shutters fitted with rubber beading aluminium sections including cutting to required length, joints mitred subdividing the frame tenonned and rivetted in the assembled frame stiffened with end clips at corners angles etc., & fixed to the walls, lintels, floor beams/cills as the case may be with necessay steel screws, raul plugs, or teak wood gatties including cutting masonry or concrete & making good the original surface using cement mortar, aluminium sections pretreated for removal of any etc.,complete with all lead and lift as directed by the Engineer-in-charge. -do- using aluminium section anodized to 12-15 microns
32.4
-
142364.95
Supply of TMT bars Fe-500 & Labour charges for fabrication mild steel or tor steel bars of all sizes for reinforcement of RCC 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 with all lead & lift as directed by the Engineer-in-charge.
41.84
-
2127711.7
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 24 kgs, with 12 mm and down size graded granite metal coarse aggregates @0.05175cum and fine aggregates @ 0.0345cum, with superplastiseser @ 0.225 lts, machine mixed , well compacted for plain chajja of 7.5 cms, average thickness, upto ground floor level, including cost of all materails, labour, HOM of machinery, finishing, curing, complete but excluding cost of reinforcement etc.,complete with all lead & lift as directed by the Engineer-in-charge.
39
-
18036.33
Providing & removing centering, shuttering, strutting, propping, etc., and removal of formwork for chajjas, corbels etc including cost of all materials, labour complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
39
-
12974.91
Providing & fixing M.S ladder between landing 45 cms. Wide using angle iron of following size & 20 mm M.S bars at 25 cms. Center to center with necessary supports of same angle iron as directed including hand railing on both sides with 25 mm dia. G.I pipes with angle iron props at 2 m. interval & 0.5 m. height including fixing in ground with C.C 1:2:4 & two coats of nonpoisonous anticorrosive bituminous paint etc., complete with all lead & lift as directed by the Engineer-in-charge. 1) 65 x 65 x 10 mm angle iron
18.54
-
30966.43
Providing and applying two coats with oil bound washable distemper of approved brand & shade on wall surface including priming coat with distemper primer after thoroughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
345.66
-
39163.28
Providing & finishing external walls in two coats with waterproof cement paint of approved brand & shade to give an even shade after thoroughly brooming the surface to remove all dirt & loose powdered materials, free from mortar drops & other foreign matter cost of materials, labour, complete as per specifications with all lead and lift as directed by the Engineer-in-charge. - do - with primer
415.18
-
43618.81
Supply and fixing 40mm dia GI medium duty pipes hand railing 3 rows fixed in CC 1:2:4 posts of size 100x150mm at top and 150x150mm at bottom placed at 2 Mtrs.interval for height of 750 mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat with all lead and lifts as directed by the Engineer-in-charge.(rates per Mtrs. is for 3 rows of GI pipes) .
80
-
75066.4
Filling alround the well behind steining with available excavated rubble or earth (obtained from the well excavation) including providing and laying necessary graded filter media ( 6mm to 40 mm . Size alround the weep holes) as directed and had packing wherever necessary without causing damage to well steining with all lead and lift etc., complete Labour chrages for back filling etc.,complete with all lead & lift as directed by the Engineer-in-charge.
3038.74
-
194053.94
Supply, errection, Fabrication and commissioning of MS chequered plate flooring for 8m dia wetwell with min ISMB 450 main girder, section of MS plate 150mm X 12mm with all lead and lift and as directed by the Engineer In Charge
2857
-
499975
Supply, Fabrication of suitable thickess MS chequered plate flooring over min ISMB 450 main girder ,section of MS plate 150mm X 12mm for 2 nos of 6m dia wetwell with all lead and lift and as directed by the Engineer In Charge
5143
-
900025
Supply, errection, Fabrication and Commissioning of 5.00MT Capacity Gantry Crane Girder at 8.00Mtr Dia Wet Well Cum pump house Supply of ISMB 500 X 140 Beam to the Pump house of 8.00X5.00 m size suitable to carry Gantry to take up the load of 5.00 MT (The beam will be supported on Corbel including painting two coats by anti corrosive of approved colour over one coat of primer) Supply & fabrication of Gantry buildup beam of ISMB 400 to takeup 5.0MT load with 5 m span including painting two coates by anticorrosive approved colour over one coat of primer with all lead and lift etc complete.Supply & fabrication of Channels of size ISLC 250 X100 of 4 Nos (1.50 m Length)Supply & fabrication of 40x40mm MS Squre bar to Suite the 8m dia size Pump house. Supply of Stiffner Plate 8mm Thick to be Welded on Both Flanges to Girder and Channels, Jointing of Ends, End Carriage Base Plate, End Carriage end plate, Girder Jointing and For Fixing in the concrete and Plate Welded including 2 coats of anticorrissive paint of approved colour over one coat of primer etc complete with all lead and lift ad as directed by engineer incharge.
2450
-
428750
Supply, errection fabrication & commisioning of C.I. Wheels with ball bearings, gears, pinions, universal joints (double set), the long shaft and with gear mechanisim for operation, cross trolley 5.00 MT capacity with Accessories including two coats of anticorrosive paint over one coat of primer tc.,complete with all lead & lift as directed by the Engineer-in-charge.
1
-
140000
Supply of 5.00MT capacity spur geared Chain pully block with 12 m lifting chain etc.,complete with all lead & lift as directed by the Engineer-in-charge.
1
-
80000
Supply, Fabrication and Commissioning of 3.00MT Capacity Gantry Crane Girder at 6.00Mtr Dia Wet Well Cum pump house .Supply of ISMB 400 X 140 Beam to the Pump house of 6.00X4.00 m size suitable to carry Gantry to take up the load of 3.00 MT (The beam will be supported on Corbel including painting two coats by anti corrosive of approved colour over one coat of primer) complete with all lead and lift.Supply & fabrication of Gantry buildup beam of ISMB 400 to takeup 3.0MT load with 4m span including painting two coats by anticorrosive approved colour over one coat of primer with all lead and lift etc complete.Supply & fabrication of Channels of size ISLC 250 X100 of 4 Nos (1.50 m Length) Supply & fabrication of 40x40mm MS Squre bar to Suite the 8m dia size Pump house.Supply of Stiffner Plate 8mm Thick to be Welded on Both Flanges to Girder and Channels, Jointing of Ends, End Carriage Base Plate, End Carriage end plate, Girder Jointing and For Fixing in the concrete and Plate Welded including 2 coats of anticorrissive paint of approved colour over one coat of primer etc.,complete with all lead & lift as directed by the Engineer-in-charge.
4750
-
831250
Supply fabrication & erection of C.I. Wheels with ball bearings, gears, pinions, universal joints (double set), the long shaft and with gear mechanisim for operation, cross trolley 3.00 MT capacity with Accessories including two coats of anticorrosive paint over one coat of primer etc.,complete with all lead & lift as directed by the Engineer-in-charge.
2
-
230000
Supply of 3.00MT capacity spur geared Chain pully block with 12 m lifting chain etc.,complete with all lead & lift as directed by the Engineer-in-charge.
2
-
120000
Electrification for WW Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood, after due groove cutting necessary masonry patch work complete 12 x 12 x 3
3
-
306
-do-10 x 7 x 3
6
-
462
Open conduit system: Supplying heavy gauge PVC Conduit pipe 19/20mm.dia 2 mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc., and fixing using inverted wood plugs in case of RCC celing and RCC wall/stone structure ir rawl plugs in case of brick walls and cement plastering the damged portion using heavy gauge saddles at an interval of 700mm using NF screws 19 / 20mm dia 2mm thick
300
-
15000
'-do-25mm dia 2mm thick
90
-
5850
Supplying of TPST with rewirable porcelain channels in SM enclosure. Made out of 14SWG Powder coated paint of approved colour. A) 32 Amps
3
-
5400
Fixing charges …. TPST/ Change over switch/ Contactor along with neutral link with screws, bolts, nuts and wiring using required capacity wires and circuit labeling A) 15A to 63 A TPST
3
-
720
Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 2x1.5 sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS PVC insulated copper wire (Conforming to IS-694 and lastest ammendments) with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box, the other end of the wires shall be terminated with sufficient loose length in a wood / round block complete for each outlet. Point wiring using copper wire with switch Short point upto 3 Mtr from tapping point to outlet via switch
6
-
1200
-do-Medium point above 3 mtr upto 6 Mtr from tapping point to out let via switch
9
-
2475
-do-Long point above 6 mtr upto 10 Mtr from tapping point to out let via switch
15
-
6000
Supplying 6 Amps flush/ projected type socket and a 6 amps flush/projected type SP switch either surface/ flush mounting in a existing gang box or in a 4 mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS1293 and IS 3654. 6Amps 3/5 way
6
-
792
Supply & fixing/ replacing of 6/16/32 Amps electrical accessories on existing switch Board _do_ 16 A flush type SP switch
6
-
588
Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/ panel using necessary nuts, bolts and washers etc., complete 32 Amps
9
-
1566
Supplying and fixing of modular switch & conncted accessories on existing modular switch plate as per IS 3854 and IS 1293 Using Group ‘A’ Material 32 Amps flush/project type DP Switch
6
-
1092
Wiring for lighting power circuit using one of FRLS PVC insulated 1100v grade, multistrand copper wire with low conducter resitance single core in open or concealed system of wiring with speicifed IS 694:1990 & conforming to latest ammendments 1.5 Sq.mm
300
-
6150
-do-2.5 Sq.mm
150
-
4800
-do-4 Sq.mm
60
-
2700
Supplying 4 mm thick plastic sheet with necessary nitches for fixing switches regulators etc., and fixing on existing wooden or metal box using NF screws.
7500
-
2025
Supplying and fixing PBBC bakelite straight or slant batten holder and wiring within 60W /230 Volts lamps
18
-
1584
Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and "c" type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10 K and complete wiring as required conforming to IEC 60898 A) 6-32 Amps TPN
9
-
15435
LED Street Light. Supply of LED Street light with pressure die cast aluminium housing body with optimal heat sink for better Thermal Decipation. Lamp compartment comprising of Anti-glare Diffuser with Injection moulded and is made of Polycarbonate material with high transmission indeex delivering supperior light output rated life burning hour 50,000 Hr at Lumen maintainence of 70 percent. CCT > 5500 K, IP-66 optical and Electrical compartment and impact resistance of complete luminary > 1K08. [Power factor > 0.9 with mains current should not be greater than 0.1A to 0.7A and surge protection minimum 5KV along with Over volatge / over load, Short circuit / miss wiring protection, Compactible for pole mounting with outer dia of 40 mm to 50 mm universal volatage driver to operate wide volatage range from 100V to 270V 50/60 Hz application. compliance to IS 10322/IEC 60598, LM-79 and LM-80. Adherance with ROHS, UL approved MCPCB. Top acess street light with single screw to ensure is of maintainence at the sight site location with minimized minimal tools. LED Light Fixture with-W Syatem power consumption LED Efficency > 130 LM for W at 1W nominal CRI > 75. Luminary manufacturer should have in house facility accreditted by NABL/CPRI and any government Certified Agency. Designed and Developement facility certified by ISO-9001-2008, Housing with supplier word mark / name shall be engraved / embossing on the die cast housing / Body part. Warranty of 2 years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source LED Street light 40 watts.
12
-
40320
Supplying of 2 feet -LED PVC batten with integrated LED tube ..W with high quality diffuser with life of 25000 burning hours & 70 percent lumen maintenance with CRI>80. Power Input:220-240V @ 50Hz & Power factor >0.9 along with CE approved drivers. 2 years waranty against my manufacturing defect working under standard electrical condition. a) LED Light fightining 2 feet-9/10 watts
12
-
3000
Fixing all types and all capacities fluorescent / false ceiling/spot light/ CFL/ LED fittings indoor on the wall/ ceiling/rafters/ girders using 23/0.0076’ twin twisted PVC insulated wires, required nos. of round blocks and clamps on wall/celiling/rafter/girder
12
-
1320
Supplying, fixing and wiring earth electrode for grounding conduits IC cutouts and other equipments on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5 mtrs long buried in a pit filled in with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to conduit etc., is established through GI wire of size as per ISI specification 7, 3, 3 of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., The pipe shall have 16 through holes of 12mm dia
6
-
17998.2
Supplying and fixing mm dia class A GI pipe bracket upto 2.70 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/ FTL street light fitting of all capacities on rail/RCC/ wall/tubular pole, using suitable clamps, bolts and nuts and wiring using suitable capacity wires etc., complete. Using 25mm dia GI Pipe.
12
-
11664
CONSTRUCTION OF DG ROOMS Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, 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 ( with all lead and lift as directed by Engineer Incharge) -do- In Ordinary / All soils / Hard soil 0 to 3 mtr depth
211.14
-
18920.26
Providing and laying C.C. 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 & lifts including plywood / steel form work, machine mixing, laying, tamping, curing etc.,complete as directed by the Engineer-in-charge.
24.21
-
139844.71
Providing & laying in position reinforced cement concrete of Design mix M20 with OPC cement @320kgs with 20mm down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @0.46cum, with super plastisiser @ 3lts confirming to IS 9103-1999 reaffirmed-2008 machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications with all lead and lift as directed by Engineer Incharge
43.2
-
257142.38
Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6, stone hammerd dressed in courses not less than 20 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 Engineer Incharge
52.71
-
250948.09
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 Engineer Incharge
17.57
-
99701.32
Providing and laying in position plain cement concrete of mix 1:2:4 with OPC @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.878 cum and fine aggregtes @ 0.53cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications with all lead and lift as directed by Engineer Incharge
7.01
-
39798.29
Providing and constructing burnt brick masonry for basement and superstructure with approved quality of non-modular bricks of standard size of class designation 3.5Newton per sqm with cement mortar1:6 including cost of materials, labour charges, scaffolding, curing complete as per specifications with all lead and lift as directed by Engineer Incharge
105.38
-
567509.24
Providing and laying M-15 cement concrete flooring, 50 mm thick with metallic concrete hardner toping, under layer of 35mm thick m-15 cement concrete using broken granite metal of 20mm and down size, and top layer 50mm thick of metallic cement hardner consisting of mix 1:2 ( 1 cement hardner mix : 2 granite metal 10mm nominal size ) by volume, with which metallic hardening compound of approved quality mix in the ratio of 4:1 ( 4 part of cement and 1 part of metallic floor hardening compound of approved quality by wt) , including finishing cost of materials, labour, curing, complete as per specifications with all lead and lift as directed by Engineer Incharge
88
-
57823.04
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 24kgs, with 12mm and down size graded granite metal coarse aggregates @0.05175cum and fine aggregtes @ 0.0345cum, with superplastisiser @0.225lts, machine mixed, well compacted for plain chajja of 7.5 cms. average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete but excluding cost of reinforcement as per specifications with all lead and lift as directed by Engineer Incharge
10.8
-
4849.2
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 Engineer Incharge
10.8
-
4894.56
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 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, lintles, 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 of machinery, curing, complete but excluding cost of reinforcement as per specifications with all lead and lift as directed by Engineer Incharge
161.91
-
1002605.01
Extra for use of water proofing compound in Cement concrete of mix 1:1.5:3 at one kg of compound per bag of cement complete as per Specification with all lead and lift as directed by Engineer Incharge
48.06
-
7672.78
Providing & fixing pull & push type rolling shutters of brand new out of 18 gauge, 75 mm wide cold rolled steel laths of convex corrugation, with side guides and bottom rail, with interlocking arrangements for steel laths by means of alternate clips, suspension shaft with High tension coil type springs two numbers, mounted on specially designed pipe shaft, with bracket plates, guide channels, ball bearing arrangements, for inside and outside locking with push and pull operations complete including pulling hooks, 4 nos handles with all fittings and accessories, painted with a coat of red lead paint (without top cover) cost of materials, labour, HOM of machinery complete as per specifications with all lead and lift as directed by the Engineer-in-charge. . Shutter size 3.0 x 2.8 m.
26.4
-
70889.54
Providing & fixing top covers made out of 20 gauge M.S sheet over pull & push rolling shutters bent to shape including cost of red lead primer coat of painting, materials, labour, HOM of machinery complete as per specifications with all lead and lift as directed by the Engineer-in-charge.
7.2
-
3574.51
Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung/top hung 2/3 openable 1/3 fixed as per approved drawings using Z angles of 25x33x3mm, weighing 1.419 kg/m both for outer and inner frames and central mullion section of size 25x46x3mm, weighing 2.28kg/m all duly providing T section 19x19x3mm weighing 0.839 kg/m for glazing of windows, not more than 34 cms. c to c including providing and fixing 4mm. thick reeded glass with teakwood beading of required size, all steel sections should confirm to I.S 7452:1990, 4nos. of holdfasts of approved size, section should be cut to length welded and grinded electrically subdividing frames of unit shall be tenonned and revetted into the frames electrically. All the steel surface shall be throughly cleaned free of rust and painted with one coat of anti-corrosive paint and finishing two coats of ready mix paint of approved colour and make including cost of materials, fixtures, labour charges and HOM of machinery complete as per specifications with all lead and lift as directed by Engineer Incharge.
56.7
-
194358.53
Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for suspended floors, roofs, landings, balconies and likes, thickness upto 200 mm including cost of all materials, labour complete as per specificaitons for heights more than 3.5m from ground level etc., complete with all lead and lift as directed by Engineer Incharge -do- 0-5 mtrs
142.83
-
58845.96
Supply of TMT bars Fe-500 & Labour charges for fabrication mild steel or tor steel bars of all sizes for reinforcement of RCC 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 with all lead & lift as directed by the Engineer-in-charge.
22.66
-
1152340.99
Providing ruled pointing 20 mm deep to coursed stone masonry with cement mortar 1:3, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications with all lead and lift as directed by Engineer Incharge
33.16
-
4862.91
Providing 12mm thick cement plaster in single coat with cement mortar 1:6, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications with all lead and lift as directed by Engineer Incharge.
531.51
-
106275.42
Providing 18mm thick cement plaster in single coat with cement mortar 1:6, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications with all lead and lift as directed by Engineer Incharge.
261.58
-
66509.33
Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to ceiling including rounding off corners wherever required smooth rendering, Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications with all lead and lift as directed by Engineer Incharge.
88
-
21521.28
Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications with all lead and lift as directed by Engineer Incharge. - with primer.
531.51
-
55840.44
Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications with all lead and lift as directed by Engineer Incharge.
261.58
-
29637.01
-do- extra over item 349 for applying oil bound washable distemper on ceiling and / or sloping roof as per specifications with all lead and lift as directed by Engineer Incharge.
88
-
725.12
Providing and applying enamel metal paint two coats over new steel or other metal surface brushing to give an even shade after cleaning oil, grease, dirt and other foreign matter, including cost of materials, labour, complete as per specifications with all lead and lift as directed by Engineer Incharge.
47.52
-
4649.83
Refilling pipeline trenches & foundation with selected available earth from trench excavation & foundation including watering, consolidation in layers of 15 cms., thickness with vibro rollers including disposing off the surplus earth etc., complete with all lead and lift as directed by Engineer Incharge
211.14
-
22399.84
Electrification(illumination) for DG rooms Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood, after due groove cutting necessary masonry patch work complete 12 x 12 x 3
3
-
306
-do-10 x 7 x 3
3
-
231
Open conduit system: Supplying heavy gauge PVC Conduit pipe 19/20mm.dia 2 mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc., and fixing using inverted wood plugs in case of RCC celing and RCC wall/stone structure ir rawl plugs in case of brick walls and cement plastering the damged portion using heavy gauge saddles at an interval of 700mm using NF screws 19 / 20mm dia 2mm thick
240
-
12000
Supplying of TPST with rewirable porcelain channels in SM enclosure. Made out of 14SWG Powder coated paint of approved colour. A) 32 Amps
3
-
5400
Fixing charges …. TPST/ Change over switch/ Contactor along with neutral link with screws, bolts, nuts and wiring using required capacity wires and circuit labeling A) 15A to 63 A TPST
3
-
720
Supplying and wiring adopting loop system in existing PVC conduit / casing capping using 2x1.5 sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS PVC insulated copper wire (Conforming to IS-694 and lastest ammendments) with a 6 Amps flush type SP control switch shall be fixed on the existing plastic sheet / gang box, the other end of the wires shall be terminated with sufficient loose length in a wood / round block complete for each outlet. Point wiring using copper wire with switch Short point upto 3 Mtr from tapping point to outlet via switch
6
-
1200
-do-Medium point above 3 mtr upto 6 Mtr from tapping point to out let via switch
9
-
2475
-do-Long point above 6 mtr upto 10 Mtr from tapping point to out let via switch
15
-
6000
Supplying 6 Amps flush/ projected type socket and a 6 amps flush/projected type SP switch either surface/ flush mounting in a existing gang box or in a 4 mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS1293 and IS 3654. 6Amps 3/5 way
3
-
396
Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/ panel using necessary nuts, bolts and washers etc., complete 32 Amps
6
-
1044
Supplying and fixing of modular switch & conncted accessories on existing modular switch plate as per IS 3854 and IS 1293 32 Amps flush/project type DP Switch
3
-
546
Wiring for lighting power circuit using one of FRLS PVC insulated 1100v grade, multistrand copper wire with low conducter resitance single core in open or concealed system of wiring with speicifed IS 694:1990 & conforming to latest ammendments 1.5 Sq.mm
570
-
11685
-do- 2.5 Sq.mm
210
-
6720
Supplying 4 mm thick plastic sheet with necessary nitches for fixing switches regulators etc., and fixing on existing wooden or metal box using NF screws.
4500
-
1215
Supplying and fixing PBBC bakelite straight or slant batten holder and wiring within 60W /230 Volts lamps
12
-
1056
Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and "c" type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10 K and complete wiring as required conforming to IEC 60898 A) 6-32 Amps TPN
3
-
5145
LED Street Light. Supply of LED Street light with pressure die cast aluminium housing body with optimal heat sink for better Thermal Decipation. Lamp compartment comprising of Anti-glare Diffuser with Injection moulded and is made of Polycarbonate material with high transmission indeex delivering supperior light output rated life burning hour 50,000 Hr at Lumen maintainence of 70 percent. CCT > 5500 K, IP-66 optical and Electrical compartment and impact resistance of complete luminary > 1K08. [Power factor > 0.9 with mains current should not be greater than 0.1A to 0.7A and surge protection minimum 5KV along with Over volatge / over load, Short circuit / miss wiring protection, Compactible for pole mounting with outer dia of 40 mm to 50 mm universal volatage driver to operate wide volatage range from 100V to 270V 50/60 Hz application. compliance to IS 10322/IEC 60598, LM-79 and LM-80. Adherance with ROHS, UL approved MCPCB. Top acess street light with single screw to ensure is of maintainence at the sight site location with minimized minimal tools. LED Light Fixture with-W Syatem power consumption LED Efficency > 130 LM for W at 1W nominal CRI > 75. Luminary manufacturer should have in house facility accreditted by NABL/CPRI and any government Certified Agency. Designed and Developement facility certified by ISO-9001-2008, Housing with supplier word mark / name shall be engraved / embossing on the die cast housing / Body part. Warranty of 2 years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source LED Street light 40 watts.
12
-
40320
Supplying of 2 feet -LED PVC batten with integrated LED tube ..W with high quality diffuser with life of 25000 burning hours & 70Percent lumen maintenance with CRI>80. Power Input:220-240V @ 50Hz & Power factor >0.9 along with CE approved drivers. 2 years waranty against my manufacturing defect working under standard electrical condition. a) LED Light fightining 2 feet-9/10 watts
12
-
3000
Supplying, fixing and wiring earth electrode for grounding conduits IC cutouts and other equipments on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5 mtrs long buried in a pit filled in with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to conduit etc., is established through GI wire of size as per ISI specification 7, 3, 3 of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., The pipe shall have 16 through holes of 12mm dia
3
-
8999.1
Supplying and fixing mm dia class A GI pipe bracket upto 2.70 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/ FTL street light fitting of all capacities on rail/RCC/ wall/tubular pole, using suitable clamps, bolts and nuts and wiring using suitable capacity wires etc., complete. Using 25mm dia GI Pipe.
12
-
11664
Fixing all types and all capacities fluorescent / false ceiling/spot light/ CFL/ LED fittings indoor on the wall/ ceiling/rafters/ girders using 23/0.0076’ twin twisted PVC insulated wires, required nos. of round blocks and clamps on wall/celiling/rafter/girder
12
-
1320
Supplying of LT UG cable having aluminium conductor PVC insulated, sheated, galavanised, steel wire/steel tap armoured cable with PVC outer sheating 1.1 KV class 2 Core 10 sqmm.
225
-
21375
Labour charge for laying of 1.1 KV class UG cable in existing trench GI pipe/ stone ware pipe/ on wall/ on pole as required. 6 sqmm to 16 sqmm
225
-
2673
Digging of Trench of 0.6 mtr deep x 0.5 mtr wide refilling the trench to the required ground level and consolide etc., Complete In Hard Soil
120
-
12240
Supplying and fixing of class A (medium duty) GI pipe of wall thickness not less than 3.25mm on pole/ wall/drain crossing with necessary clamping arrangements for UG cables of 1.1 KV class. _do_ 50mm dia.
60
-
22800
Providing .laying Jointing DI K-7 Sewerage Pumping main from wet well to 6.0 MLD STP Cutting Road surface for pipe line trenches and disposing off the excavated stuff as directed including barricading, danger lighting etc,.complete with all lead and lift as directed by Engineer Incharge In the following classification -do- Cutting asphalt road
510
-
333565.5
-do Cutting macadam road
360
-
128296.8
Earth work excavation by manual means 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 etc.,complete with all lead and lift as directed by Engineer Incharge in the following strata. -do-In all the soils mixed with boulders upto 30 cms size and exclusive of disintegrated rock 0-2 mtr
1082.25
-
292055.98
-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
541.125
-
329956.38
-do- in hard rock by chistelling :
216.45
-
531720.25
-do- in hard rock by controlled blasting :
216.45
-
379226.89
-do- in hard rock by blasting :
108.225
-
147811.54
Earthwork in excavation for pipeline trenches upto 600mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 meters where ever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the avaliable excavated earth locally for the work etc., complete with all lead and lift as directed by Engineer Incharge -do- in Ordinary/All soils/Hard soil 0 to 3.00 M depth
2525.25
-
338130.98
-do- 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. 0 to 3.00 M depth
1262.625
-
226287.65
-do- Hard rock - Any rock excavation by using mechanical plant / machinery. 0 to 3.00 M depth
1262.625
-
1320011.31
Supplying Ductile Iron pipes conforming to IS 8329:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes where ever necessary including jointing of DI pipes and specials (exculding cost of specials) with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying soft soap to the spigot and 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 hydraulic test to the required pressure as per ISS etc., complete with all lead and lift as directed by Engineer Incharge including cost of jointing materials. (contractor will make his own arrangements for procuring water for testing). NOTE: In sewerage projects, High Alumina Cement (HAC) is permitted for internal cement mortor lining (CML) of DI pipes as recommended in Annexure B, Clause 16.3 of IS 8329:2000 in place of Slag or Sulphate Resistance Cement (SRC). DI K-7 Class including sulphate resistance cement coating for UGD works -do- 400 mm dia DI pipe
2500
-
11414875
-do- 200 mm dia DI K-7 pipe
2500
-
4611325
-do- 100 mm dia DI K-7 pipe
1500
-
1367010
Supplying and fixing of DI specials with ISI mark conforming to IS 9523 / 2000 suitable for jointing 100 mm to 600 mm dia DI pipes coated with rust prevention coatings etc., complete with all lead and lift as directed by Engineer Incharge as below: A) External coating: a) Metalic zinc with finishing layer of bituminous as per Annexure "A" of IS:9523/2000 b) Zinc rich paint with finishing layer of bituminous as per Annexure "A" of IS:9523 / 2000 c) Bituminous paint as per Annexure "C" of IS:9523 / 2000 B) Internal Lining: a) Portaland Cement (with or without additives) mortar as per Annexure - "B" of IS:9523/2000 b) Cement Mortar with coat as per Annexure "B" of IS:9523 / 2000 c) Bituminous paint as per Annexure "C" of IS:9523 / 2000
5500
-
423500
Manufacturing, providing, transporting, rolling, lowering, laying and jointing, testing, and commissioning of MS specials of minimum 8 mm thick conforming to IS 7322:1985 with latest amendments, perfect linking and welding of joints to correct position including cost and conveyance of materilas with all lead and lift, cost of all labour and giving staisfactory hydraulic test as per IS 3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc., complete as per detailed speicfications with inside lining two coats of food grade epoxy painting of brand new with each coat of 250 micron, thick (after dry) over one coat of food grade epoxy primer of brand new with minimum of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50 x 50mm weld mesh including loading and unloading of pipes for the following category to suit PSC/MS/CI/AC/DI/PVC pipes. The weight of the MS shell only be considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (contactor will make his own arrangements for procuring water for testing.The thickness of plate will be specified by the engineer. (contractor will make his own arrangements for procuring water for testing). Note: No Negative tolerance in respect of thickness is permissible For Bends,Tail pieces , Reducers, Test gaps,Tees) upto and inclusive of 500mm dia
5500
-
896500
Supply and fixing of ductile iron double flanged swing check vavles with slanted seat or with lever weight with straight disc, with metallic corrosion proof and wear resistant seat faces with nickel overlay micro - finished/ Integral seat with body and disc in Ductile Iron in GGG 50 shaft of stainless steel and bearings of zinc free bronze and surface protection with epoxy liquid of GSK quality etc,.complete with all lead and lift as directed by Engineer Incharge. PN 10- 400mm dia
1
-
262290.51
-do- PN 10 200 mm dia
1
-
46239.98
-do- P 10 100 mm dia
1
-
13352.01
Supply and fixing of DI double flanged double wafer type(Concentric) / double eccentrically disc, butterfly valves conforming to DIN 335/IS 13095 with renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/ Integral seat with power or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Face to face dimensions as per EN 558-1 basic series 14 (DIN 3203 F4) or AWWA C 504: 80 or BS 5155 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuts. The flange driling standard is IS 1538. Hence drilling of hole in the valves shall match with the pipe flange drilling standard. The valves are to be suitable for buried operation with the gear box sealed and lubricated for life time operation. etc., complete with all lead and lift as directed by Engineer Incharge -do-400 mm dia PN-10
1
-
115353.51
-do- 200 mm dia PN-10 DI double flanged double eccentrically disc butterfly valves
1
-
17512.98
-do- 100 mm dia PN-10 DI double flanged wafer type butterfly valves
6
-
72126.06
-do- 80 mm dia PN-10 DI double flanged wafer type butterfly valves
6
-
57459.18
Supply , coveying to worksite, loading, unloading stackig 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 valvesshall have drain plug of not less than15mm nominal pipe thread complete with all lead and lift . 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. etc., complete with all lead and lift as directed by Engineer Incharge -do- 80 mm dia, PN 10
6
-
138021.18
-do-100 mm dia P 10
5
-
153400.05
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 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., etc., complete with all lead and lift as directed by Engineer Incharge for Anchor Blocks/Thrust Blocks
56.25
-
365029.88
Supply of TMT bars Fe-500 & Labour charges for fabrication mild steel or tor steel bars of all sizes for reinforcement of RCC 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 with all lead & lift as directed by the Engineer-in-charge.
18
-
915363.54
Refilling pipeline trenches & foundation with selected available earth from trench excavation & foundation including watering, consolidation in layers of 15 cms., thickness with vibro rollers including disposing off the surplus earth etc., complete with all lead and lift as directed by Engineer Incharge
7215
-
765439.35
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 & 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 etc., complete with all lead and lift as directed by Engineer Incharge as below (contractor will make his own arrangements for procuring water for testing). 25 mm dia - Kg/cm2 (Class 5)
400
-
27412
-do- 50 mm dia - Kg/cm2 (Class 5)
400
-
46768
-do- 75 mm dia - Kg/cm2 (Class 5)
400
-
66292
-do- 90 mm dia - Kg/cm2 (Class 5)
400
-
82776
-do- 110 mm dia - Kg/cm2 (Class 5)
400
-
110992
-do- 160 mm dia -Kg/cm2 (Class 5)
350
-
161623
-do- 200 mm dia - Kg/cm2 (Class 5)
300
-
205287
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications with all lead and lift and as directed by Engineer-in-charge iii) Dismantling Stone Masonry. A. Rubble Stone masonry in lime mortar.
280
-
83347.6
Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6, stone hammered dressed in courses not less than 20 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing etc., complete with all lead and lift as directed by Engineer Incharge.
280
-
1333052
Providing & laying in position reinforced cement concrete of Design mix M20 with OPC cement @320kgs with 20mm down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @0.46cum, with super plastisiser @ 3lts confirming to IS 9103-1999 reaffirmed-2008 machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinfircement as per specifications with all lead and lift as directed by Engineer Incharge
280
-
1666644
Supply and fixing of Horizontal Mechanical Woltman type hermetically sealed water meters with copper Glass register with IP 68 protection. The meter shall be removable mechanism type manufactured as ISO 4064-1: 1993 with MID certification. The meters shall be capable of transmitting consumption data on daily basis to central server through GSM/GPRS. The meter interface unit shall be fitted to the meter without wire. The consumption data shall be collected , stored and analysed by data logger. The data logger should provide data like flow rate, total flow, consumption analyses, reverse flow, meter tampering, daily flow distribution, leakage detection. The data logger shall also send alarms on blocked meter, flow rate above limit, pressure below or above limits. -etc complete as per specifications with all lead and lift as directed by Engineer Incharge -do- 300 mm dia-
1
-
295507
-do- 150 mm dia
1
-
85284
-do- 80mm dia
1
-
65662.5
Restoration of Road Providing, laying, spreading and compacting cushed stone aggregates 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 as per specifications with all lead and lift. and as directed by Engineer-in-charge
600
-
1166784
Providing and applying tack coat using 80/100 grade bitumen (VG 10) on granular base such as WBM surfaces hot bitumen primed at 4 kg per 10 sqm, heating bitumen in boiler fitted with spray set including cost of all materials, labour, HOM of machineries complete as per specifications with all lead and lift. and as directed by Engineer-in-charge
3400
-
70040
Providing & laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base/binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates & bitumen in hot mix plant , transporting the mixed material in tipper to paver & laying mixed material with paver finisher to the required level & grade, rolling by smooth wheeled vibratory and tandem rollers to achieve the desired density, but excluding cost of primer/tack coat and including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications with all lead and lift. and as directed by Engineer-in-charge .- do - using 120 TPH capacity asphalt batch mix plant with sensor paver Gr-1 (80mm to 100mm) with 3.3Percent VG-30 Bitumen
450
-
2316109.5
Providing and laying Seal Coat for sealing the voids on Bituminous surface, laid to the specified levels grade and cross fall manually and rolling with power roller 8-10 tones capacity including cost of all materials, labour, HOM complete as per the specifications with all lead and lift and as directed by Engineer-in-charge -do- TYPE B- using graded aggregates 2.36mm and down size at 0.006 cum/sqm with bitumen binder VG-10(80/100 grade) at 0.68 kg/sqm
3400
-
157590
Construction of SSM valve chamber-32 Nos Earth work excavation by manual means 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 complete with all lead and lift as directed by Engineer Incharge .-do- In all the soils mixed with boulders upto 30 cms size and exclusive of disintegrated rock 0 to 2.00 M depth
162.24
-
43782.09
-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
92.48
-
56390.6
-do- in hard rock by Controlled blasting
8.32
-
14576.89
-do- in hard rock by chistelling
8.32
-
20438.5
-do- in hard rock by blasting
8.32
-
11363.29
Providing and laying C.C. 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 & lifts including plywood / steel form work, machine mixing, laying, tamping, curing etc.,complete as directed by the Engineer-in-charge.
37.12
-
214417
Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6, stone hammered dressed in courses not less than 20 cms high, bond stones at 2 m. apart in each course including cost of materials, labour, curing etc., complete with all lead and lift as directed by Engineer Incharge.
113.92
-
542361.73
Providing & laying in position reinforced cement concrete of design mix M25 with OPC cement @340kgs with 20mm down size graded granite metal coarse aggregates @ 0.7cum and fine aggregates @0.47cum, with superplastisiser @3lts confirming to IS 9103-1999 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 pilasters, columns, lintels, 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 of machinery, curing, complete but excluding cost of reinforcement as per specifications etc.,complete with all lead and lift as directed by Engineer Incharge.
21.12
-
134272.51
Supply of TMT bars Fe-500 & Labour charges for fabrication mild steel or tor steel bars of all sizes for reinforcement of RCC 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 with all lead & lift as directed by the Engineer-in-charge.
2.24
-
113911.91
Providing ruled pointing 20 mm deep to coursed stone masonry with cement mortar 1:3, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications with all lead and lift as directed by Engineer Incharge
184.32
-
27030.53
Construction of pipe supports 25 nos for outfall sewers Earth work excavation by manual means 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 complete with all lead and lift as directed by Engineer Incharge .-do- In all the soils mixed with boulders upto 30 cms size and exclusive of disintegrated rock 0 to 2.00 M depth
98
-
26446.28
-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
55.75
-
33994.12
-do- in hard rock by Controlled blasting
5
-
8760.15
-do- in hard rock by chistelling
5
-
12282.75
-do- in hard rock by blasting
5
-
6828.9
Providing and laying C.C. 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 & lifts including plywood / steel form work, machine mixing, laying, tamping, curing etc.,complete as directed by the Engineer-in-charge.
16.75
-
96753.36
Providing & laying in position reinforced cement concrete of Design mix M20 with OPC cement @320kgs with 20mm down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @0.46cum, with super plastisiser @ 3lts confirming to IS 9103-1999 reaffirmed-2008 machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinfircement as per specifications with all lead and lift as directed by Engineer Incharge
50.75
-
302079.23
Providing and removing, centering, shuttering, strutting, propping etc., and removal of form work for columns, pillars, post and struts, circular or curved in plan including cost of all materials, labour complete as per specifications with all lead and lift as directed by Engineer Incharge
165
-
155164.35
Supply of TMT bars Fe-500 & Labour charges for fabrication mild steel or tor steel bars of all sizes for reinforcement of RCC 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 with all lead & lift as directed by the Engineer-in-charge.
6.25
-
317834.56
Refilling pipeline trenches & foundation with selected available earth from trench excavation & foundation including watering, consolidation in layers of 15 cms., thickness with vibro rollers including disposing off the surplus earth etc., complete with all lead and lift as directed by Engineer Incharge
169
-
17929.21
HOUSE SERVICE CONNECTIONS-7400 Nos Providing PVC-U INDIVIDUAL UGD House service connection (Which shall be laid from inside the customer property) which includes: a) Supply of PVC U pipes b) Providing and fixing of 315mm dia PE inspection chambers with lid consisting of inlet and out let arrangements with Base , riser of min. 0.42m depth which includes earth work, 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 using crossing drains, compound, dismantling of existing structures like culverts, bridges retaining walls and other structure comprising of masonry CC, wood work, steel work, including T&P and scaffolding wherever necessary sorting the dismantled materials disposing of unserviceabble and stacking the serviceable material witha all lifts and lead 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 as directed by the Engineer-in-charge
3700
-
26772275
Providing PVC-U INDIVIDUAL UGD House service connection (Which shall be laid from inside the customer propoerty) which includes: a) Supply of PVC U pipes b) 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 using crossing drains, compound, dismantling of existing structures like culverts, bridges retaining walls and other structure comprising of masonry CC, wood work, steel work, including T&P and scaffolding wherever necessary sorting the dismantled materials disposing of unserviceabble and stacking the serviceable material witha all lifts and lead 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 as directed by the Engineer-in-charge
3700
-
17244775
Suply, delivery and fitting of Precast Compound wall to worksite, loading, unloading, stacking of 6 feet height with painted surface and components of following sizes at STP sites and wetwell sites etc., complete with all lead and lifts and as directed by Engineer-in-Charge Coloumns: 150mm x 150mm Vertical H section Column with 7 bars of 33 HT steel with M25 concrete to be used Planks(Slab) :1800mm x 300mm x 50mm plank with 4 bars of 3mm HT steel with M25 concrete to b used Foundation: 450mm x 450mm x 600mm M15 concrete to be used
2950
-
5251000
Fabricating, providing and erecting in poiston of M S Ornamental security Grill Gate without hot dip using 75 x 12mm M S Flat for alround frame work with verticals at the centre and horizontal centere support M S Square of 20 x20 mm of different heights as shown in the drawing are to be fixed at 16 cms C/C for suqare bars of full height and at 8cms C / C for bottom rods providg ornamental C I Designers at the botom and C I arrows inthe midle and top. The entire frame work is to be fixed by means of expansion bolts to the brick pillars with necesary drillling holes. the work includes providng two coats of enamel painting over one coatr of red lead ready mix primer coat etc complete cost of all labour, painting, erection charges using hoist pulleycranes with all lead and lift, loading, transporting and unloading using hoist pulley cranes, scaffolding charges and all other incidental charges required for successful completion fo the work as per specification and drawings etc complete., with all lead and lift and as directed by engineer in charge.
7721
-
1049747.16
Trenchless Technology Excavation for ramming / jacking pits and receiving pit. The work includes cutting of asphalted / concrete surface, excavation in all types of soil and strata, dewatering, disposal of debris, refilling the trenches with consolidation, restoration of road surface to normal surface by concreting/asphalting etc, complete with all lead and lift annd as directed by the Engineer-in-charge Size up to 5 mts X 3 mts - depth up to 6 mts
14
-
2775028.06
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, lift, 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. 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 and Taxes and duties. d. The cost of jacking and receiving pits shall be proposed separately as per site requirement etc, complete with all lead and lift as directed by the Engineer-in-charge -do- Jacking of 600 mm dia & 10 mm thick M.S. Casing Pipe.
270
-
5413265.1
-do- Jacking of 900 mm dia & 10 mm thick M.S. Casing Pipe.
150
-
3977409
Supply of Desilting machine mounted on suitable vehicle for maitenace of sewer network etc., complete as dircted by engineer in charge. The GRAB 20 LCH is a vehicle with POP BS VI chassis mounted manholes and various chambers de-silting machine. The equipment consists of a Grab & Bucket arrangement, specially designed to quickly and safely cleanout the silt and other waste matter from Manholes and any other Chambers located at depths of upto 30-50 feet , without necessitating man-entry. Rotation of the boom, its extension and retraction, opening and closing of the grab and bucket is all done hydraulically. The equipment is self-contained, and comes fitted with a hopper, suitably sized to meet the GVW requirements of the selected chassis. The bucket carrying the silt is emptied into the same. The collected silt and waste is transported to the designated disposal sites and emptied by means of hydraulic tipping of the hopper. VEHICLE CHASSIS The complete equipment will be mounted on a vehicle with BS VI 4 wheeled chassis of 1550 Kg with POP. DRIVE ARRANGEMENT Drive for hydraulic system’s pump will be tapped from the vehicle’s engine itself. The hydraulic system will be provided with an oil-storage tank of suitable capacity, filters, hydraulic direction control valves and all other features to ensure safety of operations of the equipment. All hydraulic connections will be a combination of high-pressure seamless pipes and flexible hoses, to facilitate easy replacements / repairs. HOPPER Manufactured from steel sheets and suitably strengthened, the Hopper has a volumetric capacity of 0.5 CuM. it is suitably positioned to allow easy unloading of silt and waste matter collected by the grab from the manhole/chambers. The hopper is hinged at the rear end and is designed so as to allow freely and quickly the emptying of its content by hydraulic tipping at the disposal site. TECHNICAL SPECIFICATIONS – DESILTING MECHANISM PERFORMANCE Max traveling depth: 30 ft.to 50ft Safe Lifting Capacity:20 to 50 kg Slewing angle: 90 degree on both side Boom lifting angle: 45 degree Boom extension: Hydraulically operated extension 520 mm to 600mm GRAB BUCKET Type : Hydraulic Operated Capacity : 15 Litres, suitable for removing de-silt from the 450 mm & 600 mm diameter Manholes. Material : 6 mm thick MS sheet of IS 2062 Gr. A. BOOM Type :Hydraulically operated extendable type, Manufactured from rectangular tube Sections WIRE ROPE Type : Galvanized steel wire with fibre core; Dia. 6mm WIRE REEL Size : 140 mm ID x 240 OD x 85 mm width Material : Pressed ms sheet HOSE REEL Type : Hydraulic Operated Size : 430 mm dia. x 200 mm width Capacity : Capable to accommodate twin hose of ¼” diameter minimum 40 ft length. HYDRAULIC CYLINDERS Boom Hyd. Cylinder : Having max. pressure 140 bar, Test Pressure : 210 Bar, Bore 63 mm x piston rod 35 mm x stroke 425 mm: 01 no. Grab Bucket Cylinder: Having max. pressure 140 bar, Test Pressure : 210 Bar, Bore 63 mm x piston rod 35 mm x stroke 130 mm: 01 no. Swing Cylinder Having max. pressure 140 bar, Test Pressure : 210 Bar, Bore 63 mm x piston rod 35 mm x stroke 230 mm: 01 no. Outrigger Having max. pressure 140 bar, Test Pressure : 210 Bar, Bore 63 mm x piston rod 35 mm x stroke 360 mm: 01 no. Wire Rope Winding/Unwinding Cylinder MATERIAL Tube : MS honed tube Rod : induction hardened, ground & hard chrome plated from EN 8 HYDRO MOTOR Make : reputed make Capacity : 14cc/rev. CONTROL VALVE Make : reputed make Flow rate : 40 LPM OIL TANK Accessories : Suction strainer, return line filter, oil level Dipstick/Level Indicator. HOPPER Capacity : 0.5 cum, made up from M S material of IS 2062 Grade ‘A’, having Thickness 1.6 mm, square tubes of 3 mm thickness. PRIME MOVER : Power drawn through power takeoff unit for hydraulic system from vehicle engine of reputed make having min working 7 cc SURFACE PREPARATION AND PAINTING The equipment will be thoroughly sanded and coated with two coats of zinc based red oxide and two coats of synthetic enamel. The colour shade will be that of the customer’s choice.
1
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1500000
Supply of one set Bandicoot(V2.0) Manhole Cleaning Robot (MR) Light weight carbon fiber body: The main parts of Bandicoot Robotic system are manufactured in CFRP (Carbon fiber reinforced Polymer) which is more durable and stronger. Surgical Cleaning with 4 Machine Vision: Bandicoot Robotic system allows user to have precise Cleaning using 4 advanced sewer cameras (IP68, IR) which works in day and night. Smart operation assistance: Programmed learning assistance with tutorial app which helps operator to study different functioning of Bandicoot before doing real-time operations and how to carry out the cleaning operations skillfully. Overall Design: The overall dimensions & weight of the robot is comparable to a human which allows accessibility to even very narrow lanes and gully areas. Bandicoot system is portable and plug and play which takes lesser operating space as compared to any sewer cleaning Machines, reduce obstructions specially traffic blocks during the cleaning operations. Operational Manhole Diameter : 450 mm to 600 mm (Standard Manhole Size), +600 mm (Optional) Operational Manhole Depth : 1 to 10 meters +10 meters (Optional) Material: CFRP (Carbon Fiber Reinforced Polymer), Non Corrosive Powder Coated Stainless Steel. Poisonous Gas sensing: Bandicoot is enabled with poisonous gas detectors to provide additional safety to the operator from gases: Methane, hydrogen sulphide, carbon monoxide, Ammonia and Smoke. Material: CFRP (Carbon Fiber Reinforced Polymer), Non-Corrosive Powder Coated Stainless steel. Diameter : 440 mm (Max diameter of the flexible wire) End Effector: Multi-Purpose (for Grabbing action, Shoveling action and for Picking action) Bucket Capacity: 16 Liters. Actuators: Pneumatic and Electric. Cameras: 3 Nos. (IP 68, IR and wide angle with IR Light Sensor). Function: Grabbing, Picking & Shoveling. Power: Pneumatic (8 Bar) and Electric (48V DC). Degree of Freedom: Four (3 Rotational Degree and 1 Linear Degree with 150 mm Stroke Length). Rotational Actuator: IP 68 Stepper Motor (Torque:150 kg-cm and Rated Voltage: 48V DC)Material: Rust Resistant Steel, Plastic, Aluminum, Rubber & non-corrosive materials. Portability: 4 wheels (Diameter: 200 mm) for Maneuvering. Cameras: 1 no’s IP 68 camera with IR and wide angle for monitoring the robot entering and exiting the manhole. Hoist Capacity: 250 kg (2 wire), 125 kg (1 wire) Display: 13.3” Monitor 4 channel Video full HD nits Display. User Interface: 10” Interactive Touch screen. Lights: 2 No’s: 10 W 230V AC High Intensity LED Flood Lights and 1 No: 20 W, 12 V DC Light Tutorial Software: Build in software to learn the operation quickly with Graphical representation Poisonous Gas Detection- Function: Detects Methane, Carbon Monoxide, Hydrogen sulphide, Ammonia and Smoke Supply Voltage- 230 V AC Single Phase Working Air Pressure- 8 bar
1
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3400000
Supply of Truck mounted 2000 liters Suction cum 4000 liters Jeting machine suitable to be mounted on 12 ton GVW BS-VI truck chassis Type: Combined High Pressure Jetting and Sewer Suction Machine with Blow Back and Tipping arrangement Tank Capacity: 6000 Ltrs in two compartments (Water 4000 Ltrs. Sludge 2000 Ltrs.) Exhauster / Compressor Reputed ISO Certified Company Free Air Flow : 540CuM/Hr. Vacuum : 90Percent Max. Absolute Pressure : 1.50 Bar High Pressure Jetting Pump Reputed ISO Certified Company Volume : 120 LPM Pressure : 130 Bar Jetting Hose Reputed ISO Certified Company Dia : 19 mm Length : 60 m Truck Chassis : 2 Axle 9 Ton GVW BS-VI with Non-Sleeper Drivers Cabin and PTO
1
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3000000
PART-II Design, Construction, Supply, Installation, Testing & Commissioning of Civil, Mechanical, Electrical and Instrumentation works of 6.20 MLD Capacity Sewage Treatment Plant of Sequential Batch Reactor (SBR) Technology at Vrishabhavathipura of Bidadi town (Lumpsum) - Design, Construction of SBR related components comprising , Construction of PT Unit, Bypass channel, Chlorine contact tank, Chlorination & Tonner room, Sludge Sump, Sludge Pump house, Centrifuge House, Poly dosing tank, under ground water tank, DG Room, Lab cum Office Room, Plant, Lab equipments, Administrative building comprising PLC room, Engineer room, Blower room,SBR Basins Providing and laying of RCC Pipeline from SBR outlet to Nala with suitable size RCC chambers , Land scaping and yard ligtning around STP premises and internal electrification to all components etc., complete with all lead and lifts as directed by the Engineer-in-charge (Lumpsum).
1
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30597092
Design, Supply, Installation, testing and commissioning of mechanical, electrical works including min 315 kVA or suitable rated Transformer & DG Set with AMF panel of 160kVA and instrumentation such as PLC, SCADA etc. complete works for Sequential Batch Reactor (SBR) technology of 6.20 MLD capacity sewage treatment plant with all lead and lifts as directed by the Engineer-in-charge (Lumpsum).
1
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33392857
PART - III: Design, Supply, Installation, Testing and commissioning of Containerized 0.16 MLD capacity STP with moving bed bio reactor (MBBR) technology at Heggadagere including all civil works of screen and valve chamber, Raw sewage, Treraged sewage, Disposal of treated sewage, electromechanical works to achieve BOD<10ppm, TSS<10ppm & COD<30ppm to get recyclable quality of water for industrial / agricultural purposes. The following works are mandatory in this item code which may differ as per contractor's design. Complete MBBR system inclusive of 1.Suitable capacity of Rotary Displacement type Air blowers complete with required enclosures and drivers and its piping and valve assemblies along with VFD & Oxygen Control system, 2. Air piping shall comprise of HDPE/PVC pipes with fine bubble diffusers Header complete with all fittings such as tees, crosses, plugs, sockets, elbows, reducers, supports & clamps, puddle flanges etc cutting, jointing and all require supports, 3. SS 304 Media retention sieves to retain biomass media within the aeration tank, 4. Non clog type air dispersion/diffusers system capable of handling 3-5 cfm of air with oxygen transfer efficiency of 3-4Percent per/meter water depth. Air dispersion grid shall be assembled in modular form so that they can be replaced / repaired easily from plat form at the top. ( fine bubble EPDM/Silicon/PU membrane diffusers). Raw Sewage Transfer Pumps(2W+2S) Submersible type of pumps suitable for solids of 10 mm and having Cast Iron Casing Impeller complete with all accessories, motor of required capacity. Delivery header with isolation valve, pressure gauge on delivery line with isolation valve, reducer, flexible hose, NRV and level controller (with wiring) to control the level of sump automatically. Pumps shall have capacity of 300 cum/day and discharge head of 20 m minimum. Secondary Settling Unit-Plate settler comprising of required plates with 60 degree inlcination with horizontal and necssary supports to handle the required flow. Filter Feed Pumps(2W+2S) Submersible type of pumps suitable for solids of 5-6 mm and having having Cast iron casing & CI impeller complete with all accessories, motor of required capacity. Delivery header with isolation valve, pressure gauge on delivery line with isolation valve, reducer, flexible hose, NRV and level controller (with wiring) to control the level of sump automatically. Pumps shall have capacity of 300 cum/day and discharge head of 25 m minimum Complete with all lead and lift as directed by Engineer incharge.
1
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6849422
Design, Supply, Installation, Testing and commissioning of Containerized 0.1 MLD capacity STP with moving bed bio reactor (MBBR) technology at Shettigowdanahalli including all civil works of screen and valve chamber, Raw sewage, Treraged sewage, Disposal of treated sewage, electromechanical works to achieve BOD<10ppm, TSS<10ppm & COD<30ppm to get recyclable quality of water for industrial / agricultural purposes. The following works are mandatory in this item code which may differ as per contractor's design. Complete MBBR system inclusive of 1.Suitable capacity of Rotary Displacement type Air blowers complete with required enclosures and drivers and its piping and valve assemblies along with VFD & Oxygen Control system, 2. Air piping shall comprise of HDPE/PVC pipes with fine bubble diffusers Header complete with all fittings such as tees, crosses, plugs, sockets, elbows, reducers, supports & clamps, puddle flanges etc cutting, jointing and all require supports, 3. SS 304 Media retention sieves to retain biomass media within the aeration tank, 4. Non clog type air dispersion/diffusers system capable of handling 3-5 cfm of air with oxygen transfer efficiency of 3-4Percent per/meter water depth. Air dispersion grid shall be assembled in modular form so that they can be replaced / repaired easily from plat form at the top. ( fine bubble EPDM/Silicon/PU membrane diffusers). Raw Sewage Transfer Pumps(2W+2S) Submersible type of pumps suitable for solids of 10 mm and having Cast Iron Casing Impeller complete with all accessories, motor of required capacity. Delivery header with isolation valve, pressure gauge on delivery line with isolation valve, reducer, flexible hose, NRV and level controller (with wiring) to control the level of sump automatically. Pumps shall have capacity of 300 cum/day and discharge head of 20 m minimum. Secondary Settling Unit-Plate settler comprising of required plates with 60 degree inlcination with horizontal and necssary supports to handle the required flow. Filter Feed Pumps(2W+2S) Submersible type of pumps suitable for solids of 5-6 mm and having having Cast iron casing & CI impeller complete with all accessories, motor of required capacity. Delivery header with isolation valve, pressure gauge on delivery line with isolation valve, reducer, flexible hose, NRV and level controller (with wiring) to control the level of sump automatically. Pumps shall have capacity of 300 cum/day and discharge head of 25 m minimum Complete with all lead and lift as directed by Engineer incharge.
1
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6238122
Design, Supply, Installation, Testing and commissioning of Containerized 0.1 MLD capacity STP with moving bed bio reactor (MBBR) technology at M.Karenahalli including all civil works of screen and valve chamber, Raw sewage, Treated sewage, Disposal of treated sewage, electromechanical works to achieve BOD<10ppm, TSS<10ppm & COD<30ppm to get recyclable quality of water for industrial / agricultural purposes. The following works are mandatory in this item code which may differ as per contractor's design. Complete MBBR system inclusive of 1.Suitable capacity of Rotary Displacement type Air blowers complete with required enclosures and drivers and its piping and valve assemblies along with VFD & Oxygen Control system, 2. Air piping shall comprise of HDPE/PVC pipes with fine bubble diffusers Header complete with all fittings such as tees, crosses, plugs, sockets, elbows, reducers, supports & clamps, puddle flanges etc cutting, jointing and all require supports, 3. SS 304 Media retention sieves to retain biomass media within the aeration tank, 4. Non clog type air dispersion/diffusers system capable of handling 3-5 cfm of air with oxygen transfer efficiency of 3-4Percent per/meter water depth. Air dispersion grid shall be assembled in modular form so that they can be replaced / repaired easily from plat form at the top. ( fine bubble EPDM/Silicon/PU membrane diffusers). Raw Sewage Transfer Pumps(2W+2S) Submersible type of pumps suitable for solids of 10 mm and having Cast Iron Casing Impeller complete with all accessories, motor of required capacity. Delivery header with isolation valve, pressure gauge on delivery line with isolation valve, reducer, flexible hose, NRV and level controller (with wiring) to control the level of sump automatically. Pumps shall have capacity of 300 cum/day and discharge head of 20 m minimum. Secondary Settling Unit-Plate settler comprising of required plates with 60 degree inlcination with horizontal and necssary supports to handle the required flow. Filter Feed Pumps(2W+2S) Submersible type of pumps suitable for solids of 5-6 mm and having having Cast iron casing & CI impeller complete with all accessories, motor of required capacity. Delivery header with isolation valve, pressure gauge on delivery line with isolation valve, reducer, flexible hose, NRV and level controller (with wiring) to control the level of sump automatically. Pumps shall have capacity of 300 cum/day and discharge head of 25 m minimum Complete with all lead and lift as directed by Engineer incharge.
1
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6238122
PART-IV WETWELL-1 PUMPSETS: Supply and delivery at site brand new sewage submersible pump coupled to brand new squirrel cage induction motor of suitable HP 'F' class insulation capable of delivering the duty condition as specified. 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 pump shall be of 1450 RPM. The pumps should be able to pass through soft solids of 80 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. 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. Material of construction: 1) PUMP CASING: The pump casing shall be CI as per IS:210 GRFG 260 With 2 to 3Percent 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 for disposal of material. 3) PUMP SHAFT: The pump shaft shall be of 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 bearing shall be able to take normal thrust loads due to unbalanced hydraulic 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 etc., pedestal and bracket shall be provided with DI automatic coupling between pump delivery and flange and discharge bend (standard bend or Duck bend) 6) Moisture 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. Mechanical Seal: Double mechanical 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 or carbon v/s st steel or silicon carbide v/s silicon carbide 7) LIFTING CHAIN: Each pump shall be provided with MS lifting chain of adequate strength. The chain shall have rings of same size as chain fixed at an intervel of about 1 Mtr for engaging the hook of the chain pulley block. 8) DUCK FOOT BEND: Suitable size heavy duty duck foot bend should be bolted to the foundation of the pit by expansion bolt. The elbow should have grove to locate guide wire (chain) and 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. 9) PROFILE GASKET: Flexible presssure tightened automatic connection between pump and duck foot bend should be provided. 10) Submersible motor cable: Submersible cable both for power and control shall be terminated in the pump monitor unit/ starter panel or in the weather proof junction box if pump starter panel is situated beyond the length of the submersible cable. 11) Fasterners: Shall be in forged steel. 12) Pump shall be epoxy painted. MOTOR: The submersible motor shall be dry, squirrel cage type suitable for 3 phase, 50 cycles, 415 volts AC supply suitable complete confirming to ISS:325/1976 shall be of such capacity to provide under working site condition a power 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 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. l) Thermistors protection connection against over heating of motor by thermister embedded in each phase. 2) Sensor monitor connection against entry of liquid in the oil chamber by the moisture sensor provided inside the oil chamber. 3) Reverse rotation protection connection device which trips the motor in case of reverse rotation due to wrong electrical connection. 4) Bearing temperature sensor for protection from overheating of Bearings. 5) Moisture sensor for dection of leakage in stator housing. 6) 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 and lifting chain with shakles and guide pipes 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 impleller of the pump incluidng transmission, shaft losses with a 20Percent margin in the capacity of the motor when only one pump is operated in the system. 2) The motor shall be suitable for required output when line voltage variation is +/- 10Percent and frequency variation of +/- 3Percent in any combination of these voltage and frquency variation. 3) The motor should be capable of providing the required output an ambient air temperature of 45 degree centigrade. 4) The shaft head of the pump offered should be minimum 110Percent and maximum 130Percent 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) The Board preserves the right 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 Board. 6) The motor shall be suitable for starting the pumpset with suitable starter. Note:- Submersible pumpset should be installed in the wetwell and will be submerged with sewage. Hence, the pumpset should suit above system. The following protections shall be provided in the panel for each pumpset ( pump monitor unit) Overload protection Seal monitor relay for tripping the pumpset in case of failure of mechanical seal. Winding overheating protection for tripping the pumpsets in case of overheating of windings due to clogging of impeller or any other variation in voltage and frequency. Reverse rotation protection to cut off the supply in case of reverse rotation. The pumps shall be controlled by the automatic liquid level controller while the pumps run in auto mode. The electrodes shall be fixed in the wetwell and the connection from the electrode shall be made to the starter panel through the cable duct for stopping the pumpset automatically.etc., complete with all lead and lift, as per specifications and as directed by engineer in charge Duty of the pumpset:a) For Averge flow: 51 LPS against total head of 41 Mtrs suitable HP with 25 M of copper power cable 2X3.5X16 sqmm and1 x4x1.5 sqmm control cables or suitable size cables ofbrand new. The pumps should be able to pass through soft solids of 80mm dia.The delivery nozzle of the pump shall be provided with the integral bend shall be of same size that of pump delivery. The cable shall be terminated/ connected to pump monitor unit using necessary cable terminations.( Minimum 60 HP)etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
3
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1442795.16
ACCESSORIES FOR PUMP: Guide pipe holder -etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
3
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4029
MS auto rail guide pipe-50mm minimum.etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
36
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12564
M.S Dismantling joint-200 mm dia etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
3
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42180
Lifting chain 10mm thick:Alloy steel- W/O GI with "Oval" Ring at 1mtr and with D/Bow Shackle at one end etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
30
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23040
ACCESSORIES:Supply, & delivery of resilient sealed soft sealing sluice valves with body, bonnet of ductile iron of Grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of Vacuum tight and 100Percent leak proff with face dimensions as per BS 5163-89/ IS 14846-2000/ DIN3202 F4\f5 . The stem Sealing should be with Torodial 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 galvanised bolts and nuts of requied numbers of GKW/ KITO/NLXO/TECHMAN any other equivalent international approved brand.etc., complete with all lead and lift, as per specifications and as directed by engineer in charge a) Diameter-200 mm b) Working pressure-10 kg/cm2 Material for component Parts Body and bonnet : Ductile cast iron of grade GGG50 Stem : AISI 410 Stainless Steel IS 6603 Gr. 12 Cr12 Wedge: Ductile iron GGG40 Rubber lined with EPDM Wedge nut: Bronze Bolts and nuts: Stainless steel Bonnet Gasket: EPDM etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
3
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88848
NON RETURN BALL VALVE: Supply and delviery at site brand new D.I Ball valve suitable for handling water containing fibrous materials and solids of 100mm of Kishore / Normex or any other brand new. a)200mm dia P.N. 1.0 etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
3
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102186
Delivery pipes and specials:Supply and delivery at site brand new best indegineous 8mm thick double flanged mild steel pipes and specials. Suitable for test pressure equivalent to twice the working pressure. The pipe shal be quoted with epoxy paint inside and anticorossive paint outside. Welded joints should be tested as per IS 3589/1996. The thickness of flanges should confirm to IS The specials shall be as per ANSI 16.9.etc., complete with all lead and lift, as per specifications and as directed by engineer in charge Minimum 350 mm dia flanged pipes.
15
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104550
Minimum 350 mm dia blank flange.
1
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3500
Minimum 200 mm dia or suitable size flanged pipes.
45
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196560
Minimum 200 mm dia or suitable size flanged 90 Bend.
3
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6552
Minimum 200 mm x 350 mm x 350 mm dia radial flanged flanged tee.
3
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48000
suitable size clamps
3
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1686
Minimum 200 x100 or suitable size concentric expanders.
3
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9000
PRESSURE GAUGE: Supply and delivery at site brand new 150mm diaBrand new suitable dia sealed precision tube glycerine filled stainless steel pressure guage with stop cock, two way cock, nipple and required length of copper tube etc., complete suitable for counting onthe delivery of the above pump.etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
3
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6000
Control Panel Board for pumps Supply, delivery and commissing at site brand new 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: 300 amps MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 No. 100 amps MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 3 No.With castle key interlock Multi parameter such as current, kwhr, Voltage, KVA reading digital meter of prok devices or any otherBrand new - 1 Nos. Phase indicating lamps with switches of L&T/ BCH/ GE make or any other make approved by the Board - 1 set 'MS air insulated bus bar chamber with 4 Nos. 300 Amps. 5 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 one incoming and five outgoing feeders. The bus bar chamber should be of adequate capacity to handle the incoming and out-going cable and for fixing the switchgears as per requirement-1No.1 No. Numerical based Earth leakage relay with resin cast CBCT of Proke's dv's /or any Brand new. 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 BCH / control switch gear make or any other make approved by Board- 2 Nos. 63 amps TPN-01 nos 2 Nos of 3 element aux relay for alarm and trip indication of transformer. 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 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) The internal wiring shall be done using adequate size insulated electrotinned copper strip or cable of 1.1 KV grade. 3) Manufacturers test certificate is to be furnished to E.E before dispatching the materials to the work site. If 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. 4) The bus bar chamber should be adequate size to accomadate all incoming, outgoing cable and required switchgear.etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
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104800
Digital softstarter suitable for starting of the above pumpsets Supply, delivery and commissing at site brand new board brand new 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: 100 amps MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 No . Multi parameter such as current, kwhr, Voltage, KVA reading digital meter of prok devices or any otherBrand new - 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 adjustable torque control facilitty 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 100Amps 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. The panel shall be provided with coated Boards as these are used in sewage applications etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
3
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263313
Automatic Power factor control panel:- Supply and delivery at site brand newBrand new or any other make approved by the Board floor mounting, free standing, cubicle type APF panel board unit suitable for operation on 3 phase 50 cycles 400/440 volts AC supply fitted with the following: 125 amps MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 No. Suitable capacity contactors with suitable capacity HRC fuses. 60 KVAR all polypropelene type capacitors The capacitor banks shall be suitable for operating pumpsets in solo or parallel operation The total KVAR required is 60 KVAR, the banks shall be decided after finalisation of the pumpsets. Phase indicating lamps- 1 set Suitable protection against overload, overcurrent, over and under voltage, single phasing etc., trip indication / fault indication Digital type Ammeter with selector switches Digital type Voltmeter with selector switches suitable capacity current transformers The panel shall be adequate to handle incoming and outgoing cables. Timers, automatic powerfactor controller unit of suitable capacity shall be provided with 6 taps (contactors) which can switch on the individual bank of capacitor such that the powerfactor shall not be less than 0.9 lag. The connection of the APF panel shall be such that when working on D.G set, the supply to this panel shall be switched off. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
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66300
Transformer : Supply, erection, electrification and commissioning at site, brand newBrand new or any other make to be approved by the Board oil immersed naturally cooled continuous duty with copper winding 315 KVA BEE star-2 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. a) Dehydrating breather b) Oil conservator c) Drain plug for conservator d) Off ciruit tap changer in steps of 2.5Percent from + 7.5Percent to -7.5Percent for high voltage compensation 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 m) Air release plug - 1 Non) Filter cum drain valveo) Winding temperature indication with alarm and trip contactsp)Oil temperature indication with alarm and trip contactsq) Residual oil drain plug r) Explosion vents) Detachable Radiatorst) cable box for high voltage sideu) Cable box for low voltage side.v) Double float gas actuated Buccholz's relay with alarm and trip contactsw) Earthing terminals x) Marshalling Boxy) Oil filling hole with capThe 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). The losses shall be as per BEE etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
595350
Load break switch for transformers Supply, erection, electrification and commissioning at site brand new anyBrand new 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 details below:a) On load 630 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 capacityd) Panel shall be provided adequate space for accomadation of incoming and outgoing cables etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
48000
LT Kiosk Supply, erection, electrification and commissioning at site brand new any load break switch panel suitable for out door unit for operating on 440V , 50 Hz 3 phase AC supply. The panelshall consists of the following equipments as details below:a) On load 400 amps MCCB with fuse trip mechanism and tripping circuit suitable for 3 phase, 440V, 50 Hz AC supply b) Suitable capacity HRC fuses with trip arrangements.c) Bus bar of adquate capacitye) Panel shall be provided adequate space for accomadation of incoming and outgoing cables
1
-
34150
Main side cable:- Supply and delivery at site brand new any 3 1/2 x 150 sqmm Aluminum conductors PVC sheathed 1.1 KV class UG Cable conforming to the latest ISS 1554.etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
100
-
72000
Load side cable:- Supply and deliverty at site brand new Aluminium satndard conductors PVC insutated, sheathed steel tape/wire armoured , PVC outer sheated 1.1 KV class UG Cable conforming to the lateat ISS 1554. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge a) 3x 50 Sq mm
30
-
7200
b) 3x 70 Sq mm
15
-
5250
11 KV HT XLPE CABLE: Supply and laying of brand new 3 x 95 sqmm aluminium, earthed, round armoured XLPE HT cable for the purpose of connecting from pole structure to metering cubical and matering cubical to LBS.etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
120
-
73320
ERECTION OF TRANSFORMER AND SUBSTATION:The work also includes supply and spreading of 40 mm down size jelly all round the transformer substation and also includes Construction of platform (1.5x1.5x1.2) mtr in size stone, for erection of transformers, LBS, feeder piller 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 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 with all lead and lift, as per specifications and as directed by engineer in charge 11/0.433 KV, 315 KVA transformer.
1
-
59039
Erection of Control Panel Board , starter panel and APFC Panel: 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 per specifications and as directed by engineer in charge
5
-
25000
Erection of pumpsets: Laying and jointing of pipes and specials, lowering of pumpset into the wetwell and jointing delivery pipes, guide rail system, MS chains and lowering into the wetwell upto the floor level. etc ., complete using bolts and nuts, packing, fixing clamps, providing pipe supports wherever necessary including cabling etc., complete. The pump should be provided with suitable foundations including cost of all materials etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
3
-
17400
LAYING OF CABLE: LAYING IN TRENCHES/ TRAYS:The works shall include digging of trenches size of 0.60 Mtrs. deep & 1.0 Mtrs. wide providing sand bedding to the cables laying the cable in trench providing cable marking bricks refilling, consolidation the soil etc., complete including the cost of all the materials required for laying the cable as per IE rules labour etc., complete. 3x95 Sqmm 11 KV Class (2run) etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
50
-
17400
do-3.5 x150 sqmm 1.1 kV class(2runs)
40
-
13920
LAYING IN G.I PIPE: Running the cable in 2.9 mm thick suitable size GI pipe above the ground 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 labour etc., complete. with all lead and lift, as per specifications and as directed by engineer in charge 3x95 Sqmm 11 KV Class (2run)
10
-
20260
-do'3.5 x 150 sqmm 1.1 kV class (2runs)
10
-
20260
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 per specifications and as directed by engineer in charge -do-a) 3x 50Sq mm
30
-
1170
do- b) 3x 70 Sq mm
15
-
585
Cable Terminations: Termination of cable using Copper lugs to the terminal end for solderless crimping to aluminium conductor by adopting cirimping tool etc, complete with all lead and lift, as per specifications and as directed by engineer in charge 3.5 x 150 sqmm
12
-
2820
,-do-3x50 Sq mm
16
-
960
-do- 3x 70 Sq mm
4
-
380
Supplying and fixing 2 mm thick perforated cable tray with powder coated paint on MS angle support using necessary GI bolts, nuts and washer or welding as required.450 x 50 mm etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
30
-
24540
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.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 etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
14
-
49140
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. (all lead and lift) the works also includes construction of necessary thrust blocks required for delivery manifold arrangement.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.etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
15160
FIRE FIGHTING EQUIPMENTS : a) Supply and installation of CO2 type fire extinguisher 4.5 Kg capacity with initial charge with wall mounting bracket, ready for use - 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 for 50 persons - 1 No.c) Providing shock treatment chart on wall with inside plastic sheet cover and ply wood backplate frame work complete.d) Supply one set of fire buckets(4 Nos) with round bottom made of GI sheets 24 SWG 9 ltrs. capacity painted inside white and outside red with a word `fire' on the face of the bucket along with stand to hang the buckets.f) Supplying rubber gloves, electrical quality, tested to 22KV - 1 Pairg) Supplying and fixing of Danger/No Admission/No Smoking Board made out of MS sheet metal with two coats of non-corrosive enamelled paint.etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
9303
Tool Kit: Supply and delivery at site best Taparia/or any equivalent and other reputed make tool sets for operation and maintenance of the above pumpsets comprising of the following. a) Double end spanner 1/4" to 1" 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 5Kgs 1 No j) Grease gun - 1 No k) Ring spanners 1/4" to 1" - 1 set l) Tongue tester-1No m) Multimeter-1No.( eletromechanical type) n) Megger-500v of MECO or any other brand new-1No..etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
10070
Servicing and commissioning: The pumpsets along with all other elecrical equipments shall be serviced and commissioned in the presence of 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 sewage 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 of the Board. .etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
51700
CHAIN LINKED WIRE FENCING : Supply & providing chain linked wire fencing for 11 KV transformer sub-station. The chain linked fencing should be with 2"x2"x8 SWG wire welded with angle iron frames of size 2.5mx2.5m using angle of using 50x50x6mm. The frame be fixed to be supporting channel spacing at 2.5 M size 100x50mm rails transportation and labour for fixing silver painting etc., complete with door with 2.5m size at suitable place including all taxes . Chain linked fencing shall be erected upon size stone masonry structure. The work includes providing & constructing granite/trap/basalt size stone masonry (0.45m wide, for aheight of 0.30m) in foundation cement mortor 1:6 stone hammer dressed in courses not less than 20 cm high, bond stones at two m apart and over plain cement concrete of mix M15 with OPC cement @240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878 cum and fine aggregates @ 0.459 cum machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation and plinth for a thickness of 0.15 cm for foundation and 0.10 for coping including cost of all materials, labour, HOM of machinery, curing .etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
45
-
176940
Supply, erection of HT metering Cubicle Supply , delivery and erection of HT Metering cubicle of 11 KV class including HT Electronic Tri-Vector Meter of Class-0.2 accuracy with ABT features & DLMS protocol with ToD with all single ratio CTs including 3 CTs and 3 PTs of suitable class, ratio, burden for 3 phase 4 wire metering with transparent cover TTB with 30X8mm Cu bus bars and with load break switch. The metering cubicle shall be Modem compliant with cable entry type for both incoming and outgoing feeders as per ESCOM specifications. (HT Metering box fabricates out of 3mm MS sheet duly epoxy powder coated) with all lead and lifts etc., complete. The work also involves construction of platform for erection of metering cubicle as per BESCOM norms etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
187471
Cable End Seals:- Supply and fixing of 1.1 KV Indoor and outdoor type brand new heat shrinkable /Push On type cable end seals with all required materials including copper lugs and terminals.,etc.,complete. Suitable etc, complete with all lead and lift, as per specifications and as directed by engineer in charge 3 X 95 sqmm, 11 KV XLPE cable, outdoor earthed type
2
-
9528
-do-3 X 95 sqmm, 11 KV XLPE cable indoor earthed type
5
-
22605
Providing insulating mats with glowing strips etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
30
-
68700
Supply, Installation, testing and commissioning of 180 KVA DG sets of brand new along with the following accessories/ specifications.Supply, Installation, testing and commissioning of following DG alternator of any otherbrand new and engine of any other brand new 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 2Percent, transient voltage dip shall be less than 12Percent, Transient recovery shall be less than 1 second, voltage regulation shall be +/- 0.5Percent to +/- 1Percent 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 +/- 0.5Percent to +/- 1Percent 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 with all lead and lift, as per specifications and as directed by engineer in charge
1
-
980500
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. suffiecient louvers with blowers to be provided for maintaining inside temparature/Removable gland plates of 3 mm thick shall be provided at the bottom. panel lamp with door limit switch.The AMF Panel shall be comprising of the following:2 No. of 250 A, 4 pole, power contractor with 4 No + 4 NC aux, Contact/ 415V AC coil and one set of backup HRC links/base.250A, 50 KA,TPN + E Al bus bars with colour coding.250/5/5A,20/15VA, Class-1/10P10 resin cast CTsMicroprocessor based AMF module 1 No. of 96 Sqmm, 0-250 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 400 VA continuously.1 No. of 100 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 otherbrand new 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 otherbrand new.Dual sound Electronic Hooter for audio alaram1 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 otherbrand new.Thermal Over load relaySolid state announciator to work on DC supply for the following:-EB onDG onLoad on generatorLow lube oil pressureLow fuel oil levelOver currentEarth faultEarth leakageBattery charger on Idle runningHigh water temparatureTrip circuit healthyBearing temparatureLot 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.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. suffiecient louvers with blowers to be provided for maintaining inside temparature/Removable gland plates of 3 mm thick shall be provided at the bottom. panel lamp with door limit switch.The AMF Panel shall be comprising of the following:2 No. of 250 A, 4 pole, power contractor with 4 No + 4 NC aux, Contact/ 415V AC coil and one set of backup HRC links/base.250A, 50 KA,TPN + E Al bus bars with colour coding.250/5/5A,20/15VA, Class-1/10P10 resin cast CTsMicroprocessor based AMF module 1 No. of 96 Sqmm, 0-250 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 400 VA continuously.1 No. of 100 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 Brand new 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 otherbrand new.Dual sound Electronic Hooter for audio alaram1 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 otherbrand new.Thermal Over load relaySolid state announciator to work on DC supply for the following:-EB onDG onLoad on generatorLow lube oil pressureLow fuel oil levelOver currentEarth faultEarth leakageBattery charger on Idle runningHigh water temparatureTrip circuit healthyBearing temparatureLot 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.etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
203200
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. The generators are to be mounted on the platform. Hence, suitable spring anti-vibration mounts/ pads are to be provided to reduce the vibration on the floor etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
10
-
18000
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). etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
4
-
14040
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 thick, 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). etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
4
-
18640
Supplying and laying of earthing strips additionally required for earthing, wires with necessary accessories like clamps, screws, nuts and bolts etc., complete inclusive of terminations etc., complete with all lead and lift as per directions of Engineer-in-charge. Supply & Installation of earthing Strip 40 x 6 copper.
10
-
14300
Supply & Installation of earthing Strip 40 x6 GI
50
-
8000
Erection & Installation Works: Supply and installation of the following items including all necessary accessories, scafolding etc., complete with all lead and lift as per approved design and specifications and as per the instructions of the engineer in charge. M.S Exhaust pipe 125 mm dia with thermal insulation complete with M.S Supports.
10
-
40000
Residential Silencer supproting frame.
2
-
1400
Thermal insulation with aluminium cladding for exhaust piping
10
-
8200
Thermal insulation with aluminium cladding for residential silencer
1
-
4700
Supplying and laying of 6 c x 2.5 sqmm control cable
20
-
5340
Cable entry box for alternators
2
-
4000
WETWELL-2 PUMPSETS: Supply and delivery at site brand new sewage submersible pump coupled tobrand news squirrel cage induction motor of suitable HP F class insulation capable of delivering the duty condition as specified. 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 pump shall be of 1450 RPM. The pumps should be able to pass through soft solids of 40 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. 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. Material of construction: 1) PUMP CASING: The pump casing shall be CI as per IS:210 GRFG 260 With 2 to 3Percent 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 for disposal of material. 3) PUMP SHAFT: The pump shaft shall be of 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 bearing shall be able to take normal thrust loads due to unbalanced hydraulic 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 etc., pedestal and bracket shall be provided with DI automatic coupling between pump delivery and flange and discharge bend (standard bend or Duck bend) 6) Moisture 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. Mechanical Seal: Double mechanical 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 or carbon v/s st steel or silicon carbide v/s silicon carbide 7) LIFTING CHAIN: Each pump shall be provided with MS lifting chain of adequate strength. The chain shall have rings of same size as chain fixed at an intervel of about 1 Mtr for engaging the hook of the chain pulley block. 8) DUCK FOOT BEND: Suitable size heavy duty duck foot bend should be bolted to the foundation of the pit by expansion bolt. The elbow should have grove to locate guide wire (chain) and 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. 9) PROFILE GASKET: Flexible presssure tightened automatic connection between pump and duck foot bend should be provided. 10) Submersible motor cable: Submersible cable both for power and control shall be terminated in the pump monitor unit/ starter panel or in the weather proof junction box if pump starter panel is situated beyond the length of the submersible cable. 11) Fasterners: Shall be in forged steel. 12) Pump shall be epoxy painted. MOTOR: The submersible motor shall be dry, squirrel cage type suitable for 3 phase, 50 cycles, 415 volts AC supply suitable complete confirming to ISS:325/1976 shall be of such capacity to provide under working site condition a power 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 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. l) Thermistors protection connection against over heating of motor by thermister embedded in each phase. 2) Sensor monitor connection against entry of liquid in the oil chamber by the moisture sensor provided inside the oil chamber. 3) Reverse rotation protection connection device which trips the motor in case of reverse rotation due to wrong electrical connection. 4) Bearing temperature sensor for protection from overheating of Bearings. 5) Moisture sensor for dection of leakage in stator housing. 6) 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 and lifting chain with shakles and guide pipes 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 impleller of the pump incluidng transmission, shaft losses with a 20Percent margin in the capacity of the motor when only one pump is operated in the system. 2) The motor shall be suitable for required output when line voltage variation is +/- 10Percent and frequency variation of +/- 3Percent in any combination of these voltage and frquency variation. 3) The motor should be capable of providing the required output an ambient air temperature of 45 degree centigrade. 4) The shaft head of the pump offered should be minimum 110Percent and maximum 130Percent 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) The Board preserves the right 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 Board. 6) The motor shall be suitable for starting the pumpset with suitable starter. Note:- Submersible pumpset should be installed in the wetwell and will be submerged with sewage. Hence, the pumpset should suit above system. The following protections shall be provided in the panel for each pumpset ( pump monitor unit) Overload protection Seal monitor relay for tripping the pumpset in case of failure of mechanical seal. Winding overheating protection for tripping the pumpsets in case of overheating of windings due to clogging of impeller or any other variation in voltage and frequency. Reverse rotation protection to cut off the supply in case of reverse rotation. The pumps shall be controlled by the automatic liquid level controller while the pumps run in auto mode. The electrodes shall be fixed in the wetwell and the connection from the electrode shall be made to the starter panel through the cable duct for stopping the pumpset automatically etc, complete with all lead and lift, as per specifications and as directed by engineer in charge Duty of the pumpset: a) For Averge flow: 13.9 LPS against total head of 53 Mtrs suitable HP with 25 M of copper power cable of 2x3.5x10 sqmm and1 x4x1.5 sqmm control cables or suitable size cables ofbrand new. The pumps should be able to pass through soft solids of 40mm dia.The delivery nozzle of the pump shall be minimum 80 mm dia and the integral bend shall be of same size that of pump delivery. The cable shall be terminated/ connected to pump monitor unit using necessary cable terminations.( Minimum 45 HP)
3
-
1379348.19
ACCESSORIES FOR PUMP: Guide pipe holder - MS
3
-
4029
MS auto rail guide pipe-50mm minimum.
24
-
8376
D.I Dismantling joint-100 mm dia
3
-
22647
Lifting chain 10mm thick:Alloy steel- W/O GI with "Oval" Ring at 1mtr and with D/Bow Shackle at one end
30
-
23040
ACCESSORIES: Supply, & delivery of resilient sealed soft sealing sluice valves with body, bonnet of ductile iron of Grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of Vacuum tight and 100Percent leak proff with face dimensions as per BS 5163-89/ IS 14846-2000/ DIN3202 F4\f5 . The stem Sealing should be with Torodial 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 galvanised bolts and nuts of requied numbers of GKW/ KITO/NLXO/TECHMAN any other equivalent international approved brand. a) Diameter 100 mm b) Working pressure 10 kg/cm2 Material for component Parts Body and bonnet : Ductile cast iron of grade GGG40 Stem : AISI 410 Stainless Steel IS 6603 Gr. 12 Cr12 Wedge: Ductile iron GGG40 Rubber lined with EPDM Wedge nut: Bronze Bolts and nuts: Stainless steel Bonnet Gasket: EPDM etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
3
-
31713
NON RETURN BALL VALVE: Supply and delviery at site brand new D.I Ball valve suitable for handling water containing fibrous materials and solids of 80mm a)100mm dia P.N. 1.0
3
-
25185
Delivery pipes and specials:Supply and delivery at site brand new best indegineous 8mm thick double flanged mild steel pipes and specials. Suitable for test pressure equivalent to twice the working pressure. The pipe shal be quoted with epoxy paint inside and anticorossive paint outside. Welded joints should be tested as per IS 3589/1996. The thickness of flanges should confirm to IS The specials shall be as per ANSI 16.9. Minimum 200 mm dia flanged pipes.
10
-
43680
Minimum 200 mm dia blank flange.
1
-
1630
Minimum 100 mm dia GI pipe of Class B
40
-
33520
Minimum 100 mm dia or suitable size flanged 90 Bend.
3
-
6000
Minimum 100 mm x 150 mm x150 mm dia radial flanged flanged tee.
3
-
34350
suitable size clamps
3
-
1686
Minimum 80 x100 or suitable size concentric expanders.
3
-
6261
PRESSURE GAUGE: Supply and delivery at site brand new 150mm diabrand new suitable dia sealed precision tube glycerine filled stainless steel pressure guage with stop cock, two way cock, nipple and required length of copper tube etc., complete suitable for counting onthe delivery of the above pump.
3
-
6000
Control Panel Board for pumps Supply, delivery and commissing at site brand new board brand new 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: 250 amps MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 No. 100amps MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 3 Nos with interlock system. Phase indicating lamps with switches of L&T/ BCH/ GE make or any other make approved by the Board - 1 set MS air insulated bus bar chamber with 4 Nos. 250 Amps. 5 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 one incoming and Six outgoing feeders. The bus bar chamber should be of adequate capacity to handle the incoming and out-going cable and for fixing the switchgears as per requirement-1No. Multi parameter such as current, kwhr, Voltage, KVA reading digital meter of prok devices or any otherbrand new - 1 Nos. Cable entries and terminals suitable for numbers, type and size of aluminium conductor power cables, etc 63 amps TP MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.-1 No. 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 BCH / control switch gear make or any other make approved by Board- 1 Nos. 2 Nos of 3 element aux relay for alarm and trip indication of transformer. NOTE: 1) The panel board shall be complete with all other required fittings and shall be fabricated using 2mm thick sheet steel and 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) The internal wiring shall be done using adequate size insulated electrotinned copper strip or cable of 1.1 KV grade. 3) Manufacturers test certificate is to be furnished to E.E before dispatching the materials to the work site. If 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. 4) The bus bar chamber should be adequate size to accomadate all incoming, outgoing cable and required switchgear.etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
95700
Digital softstarter suitable for starting of the above pumpsets Supply, delivery and commissing at site brand new board brand new 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: 100 amps MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 No . Multi parameter such as current, kwhr, Voltage, KVA reading digital meter of prok devices or any otherbrand new - 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 adjustable torque control facilitty 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 60Amps 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. The panel shall be provided with coated Boards as these are used in sewage applications .etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
3
-
217335
Automatic Power factor control panel:- Supply and delivery at site brand new brand new floor mounting, free standing, cubicle type APF panel board unit suitable for operation on 3 phase 50 cycles 400/440 volts AC supply fitted with the following: 100 amps MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 No. Suitable capacity contactors with suitable capacity HRC fuses. 40 KVAR all polypropelene type capacitors The capacitor banks shall be suitable for operating pumpsets in solo or parallel operation The total KVAR required is 40 KVAR, the banks shall be decided after finalisation of the pumpsets. Phase indicating lamps- 1 set Suitable protection against overload, overcurrent, over and under voltage, single phasing etc., trip indication / fault indication Digital type Ammeter with selector switches Digital type Voltmeter with selector switches suitable capacity current transformers The panel shall be adequate to handle incoming and outgoing cables. Timers, automatic powerfactor controller unit of suitable capacity shall be provided with 6 taps (contactors) which can switch on the individual bank of capacitor such that the powerfactor shall not be less than 0.9 lag. The connection of the APF panel shall be such that when working on D.G set, the supply to this panel shall be switched off.etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
64600
Transformer : Supply, erection, electrification and commissioning at site, brand newbrand new or any other make to be approved by the Board oil immersed naturally cooled continuous duty with copper winding 200 KVA BEE 5 star rated 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. a) Dehydrating breather b) Oil conservator c) Drain plug for conservator d) Off ciruit tap changer in steps of 2.5Percent from + 7.5Percent to -7.5Percent for high voltage compensation 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 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 u) Cable box for low voltage side. w) Earthing terminals x) Marshalling Box y) Oil filling hole with cap 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). The losses shall be as per CBIP etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
437850
Load break switch for transformers Supply, erection, electrification and commissioning at site brand new anybrand new 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 details below: a) On load 630 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 etc, complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
48000
LT Kiosk Supply, erection, electrification and commissioning at site brand new anybrand new load break switch panel suitable for out door unit for operating on 440V , 50 Hz 3 phase AC supply. The panelshall consists of the following equipments as details below: a) On load 250 amps MCCB with fuse trip mechanism and tripping circuit suitable for 3 phase, 440V, 50 Hz AC supply b) Suitable capacity HRC fuses with trip arrangements. c) Bus bar of adquate capacity e) Panel shall be provided adequate space for accomadation of incoming and outgoing cables etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
25000
Main side cable:- Supply and delivery at site brand new any brand new 3 1/2 x 95 sqmm Aluminum conductors PVC sheathed 1.1 KV class UG Cable conforming to the latest ISS 1554.etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
100
-
42500
Load side cable:- Supply and deliverty at site brand new Aluminium satndard conductors PVC insutated, sheathed steel tape/wire armoured , PVC outer sheated 1.1 KV class UG Cable conforming to the lateat ISS 1554. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge a) 3x 35 Sq mm
45
-
9000
11 KV HT XLPE CABLE: Supply and laying of brand new 3 x 95 sqmm aluminium, earthed, round armoured XLPE HT cable for the purpose of connecting from pole structure to metering cubical and matering cubical to LBS etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
120
-
73320
ERECTION OF TRANSFORMER , LBS AND SUBSTATION: Construction of platforms (1.5x1.5x1.2) mtr in size stone, for erection of 63 KVA transformer , LBS and feeder pillar 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 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 with supply and spreading of 40 mm down size jelly all round the transformer substation including transporation and erection of transformer using crane or other means including cost of all materials and labour required for erection of the above etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
59039
Erection of Control Panel Board , Starterb panel and APFC Panel: 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 per specifications and as directed by engineer in charge
5
-
25000
Erection of pumpsets: Laying and jointing of pipes and specials, lowering of pumpset into the wetwell and jointing delivery pipes, guide rail system, MS chains and lowering into the wetwell upto the floor level. etc ., complete using bolts and nuts, packing, fixing clamps, providing pipe supports wherever necessary including cabling etc., complete. The pump should be provided with suitable foundations including cost of all materials etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
3
-
17400
LAYING OF CABLE: LAYING IN TRENCHES/ TRAYS:The works shall include digging of trenches size of 0.60 Mtrs. deep & 1.0 Mtrs. wide providing sand bedding to the cables laying the cable in trench providing cable marking bricks refilling, consolidation the soil etc., complete including the cost of all the materials required for laying the cable as per IE rules labour etc., complete with all lead and lift, as per specifications and as directed by engineer in charge 3x 95 Sqmm 11 KV Class (2run)
50
-
17400
3.5 x 95 sqmm 1.1 kV class (2run)
40
-
13920
LAYING IN G.I PIPE: Running the cable in 2.9 mm thick suitable size GI pipe above the ground 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 labour etc., complete with all lead and lift, as per specifications and as directed by engineer in charge 3x 95 Sqmm 11 KV Class (2run)
10
-
20260
3.5 x 95 sqmm 1.1 kV class (2run)
10
-
20260
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 per specifications and as directed by engineer in charge a) 3x 35 Sq mm
45
-
1755
Cable Terminations: Termination of cable using Copper lugs to the terminal end for solderless crimping to aluminium conductor by adopting cirimping tool.etc., complete with all lead and lift, as per specifications and as directed by engineer in charge 3.5 x 95 sqmm
20
-
2900
3x35 Sq mm
12
-
384
Supplying and fixing 2 mm thick perforated cable tray with powder coated paint on MS angle support using necessary GI bolts, nuts and washer or welding as required.etc., complete with all lead and lift, as per specifications and as directed by engineer in charge 450 x 50 mm
20
-
16360
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, nuts, washers 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. 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. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
14
-
49140
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. (all lead and lift) the works also includes construction of necessary thrust blocks required for delivery manifold arrangement. 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. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
15160
FIRE FIGHTING EQUIPMENTS : a) Supply and installation of CO2 type fire extinguisher 4.5 Kg capacity with initial charge with wall mounting bracket, ready for use - 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 for 50 persons - 1 No. c) Providing shock treatment chart on wall with inside plastic sheet cover and ply wood backplate frame work complete. d) Supply one set of fire buckets(4 Nos) with round bottom made of GI sheets 24 SWG 9 ltrs. capacity painted inside white and outside red with a word FIRE on the face of the bucket along with stand to hang the buckets. e) Supplying rubber mats tested to 22KV with ISI mark grooved, of size 6 feet x3 feet x1/2 inch - 2 Nos. f) Supplying rubber gloves, electrical quality, tested to 22KV - 1 Pair g) Supplying and fixing of Danger/No Admission/No Smoking Board made out of MS sheet metal with two coats of non-corrosive enamelled paint. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
9303
Tool Kit: Supply and delivery at site best Taparia/or any otherbrand new and other reputed make tool sets for operation and maintenance of the above pumpsets comprising of the following. a) Double end spanner 1/4" to 1" 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 5Kgs 1 No j) Grease gun - 1 No k) Ring spanners 1/4" to 1" - 1 set l) Tongue tester-1No m) Multimeter-1No.( eletromechanical type) n) Megger-500v of MECO or any other brand new-1No. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
10070
Servicing and commissioning: The pumpsets along with all other elecrical equipments shall be serviced and commissioned in the presence of 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 sewage 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 of the Board. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
51700
CHAIN LINKED WIRE FENCING : Supply & providing chain linked wire fencing for 11 KV transformer sub-station. The chain linked fencing should be with 2"x2"x8 SWG wire welded with angle iron frames of size 2.5mx2.5m using angle of using 50x50x6mm. The frame be fixed to be supporting channel spacing at 2.5 M size 100x50mm rails transportation and labour for fixing silver painting etc., complete with door with 2.5m size at suitable place including all taxes . Chain linked fencing shall be erected upon size stone masonry structure. The work includes providing & constructing granite/trap/basalt size stone masonry (0.45m wide, for aheight of 0.30m) in foundation cement mortor 1:6 stone hammer dressed in courses not less than 20 cm high, bond stones at two m apart and over plain cement concrete of mix M15 with OPC cement @240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878 cum and fine aggregates @ 0.459 cum machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation and plinth for a thickness of 0.15 cm for foundation and 0.10 for coping including cost of all materials, labour, HOM of machinery, curing etc., complete. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
45
-
176940
Supply, erection of HT metering Cubicle Supply , delivery and erection of HT Metering cubicle of 11 KV class including HT Electronic Tri-Vector Meter of Class-0.2 accuracy with ABT features & DLMS protocol with ToD with all single ratio CTs including 3 CTs and 3 PTs of suitable class, ratio, burden for 3 phase 4 wire metering with transparent cover TTB with 30X8mm Cu bus bars and with load break switch. The metering cubicle shall be Modem compliant with cable entry type for both incoming and outgoing feeders as per ESCOM specifications. (HT Metering box fabricates out of 3mm MS sheet duly epoxy powder coated) with all lead and lifts etc., complete. The work also involves construction of platform for erection of metering cubicle as per BESCOM normsetc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
187471
Cable End Seals:- Supply and fixing of 1.1 KV Indoor and outdoor type brand new heat shrinkable /Push On type cable end seals with all required materials including copper lugs and terminals.,etc.,complete. Suitable etc., complete with all lead and lift, as per specifications and as directed by engineer in charge 3 X 95 sqmm, 11 KV XLPE cable, outdoor earthed type
2
-
9528
3 X 95 sqmm, 11 KV XLPE cable indoor earthed type
5
-
22605
Supply, Installation, testing and commissioning of 125 KVA DG sets of any otherbrand new along with the following accessories/ specifications. Supply, Installation, testing and commissioning of following DG alternator of any otherbrand new and engine of any otherbrand new 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 2Percent, transient voltage dip shall be less than 12Percent, Transient recovery shall be less than 1 second, voltage regulation shall be +/- 0.5Percent to +/- 1Percent 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 +/- 0.5Percent to +/- 1Percent 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. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
514500
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 100 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. suffiecient louvers with blowers to be provided for maintaining inside temparature/Removable gland plates of 3 mm thick shall be provided at the bottom. panel lamp with door limit switch. The AMF Panel shall be comprising of the following: 2 No. of 150 A, 4 pole, power contractor with 4 No + 4 NC aux, Contact/ 415V AC coil and one set of backup 200 A HRC links/base. 150A, 50 KA,TPN + E Al bus bars with colour coding. 150/5/5A,20/15VA, Class-1/10P10 resin cast CTs Microprocessor based AMF module 1 No. of 96 Sqmm, 0-400 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 400 VA continuously. 1 No. of 100 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 otherbrand new 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 otherbrand new. 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 otherbrand new. 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. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
132100
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. The generators are to be mounted on the platform. Hence, suitable spring anti-vibration mounts/ pads are to be provided to reduce the vibration on the floor etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
10
-
18000
Earthing: 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). etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
4
-
14040
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. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
4
-
18640
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 Engineer-in-charge. Supply & Installation of earthing Strip 40 x 6 copper.
10
-
14300
Supply & Installation of earthing Strip 40 x6 GI
35
-
5600
Erection & Installation Works: Supply and installation of the following items including all necessary accessories, scafolding etc., complete with all lead and lift as per approved design and specifications and as per the instructions of the engineer in charge.M.S Exhaust piping: M.S Exhaust pipe 100 mm dia complete with M.S Supports.
10
-
22500
Residential Silencer supproting frame.
2
-
1400
Thermal insulation with aluminium cladding for exhaust piping
10
-
8200
Thermal insulation with aluminium cladding for residential silencer
1
-
4700
Supplying and laying of 6 c x 2.5 sqmm control cable
10
-
2670
Cable entry box for alternators
2
-
4000
"WET WELL-3 PUMPSETS: Supply and delivery at site brand newbrand news sewage submersible pump coupled tobrand news squirrel cage induction motor of suitable HP 'F' class insulation capable of delivering the duty condition as specified. 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 pump shall be of 3000 RPM. " The pumps should be able to pass through soft solids of 50 mm dia and capable of delivering sludge with specific gravity of 1.03 impellers should be single/double Vane non-clog type of CF 8M material and with wearing rings. 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. Material of construction: 1) PUMP CASING: The pump casing shall be CI as per IS:210 GRFG 260 With 2 to 3Percent 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 for disposal of material. 3) PUMP SHAFT: The pump shaft shall be of 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 bearing shall be able to take normal thrust loads due to unbalanced hydraulic 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 etc., pedestal and bracket shall be provided with DI automatic coupling between pump delivery and flange and discharge bend (standard bend or Duck bend) 6) Moisture 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. Mechanical Seal: Double mechanical 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 or carbon v/s st steel or silicon carbide v/s silicon carbide 7) LIFTING CHAIN: Each pump shall be provided with MS lifting chain of adequate strength. The chain shall have rings of same size as chain fixed at an intervel of about 1 Mtr for engaging the hook of the chain pulley block. 8) DUCK FOOT BEND: Suitable size heavy duty duck foot bend should be bolted to the foundation of the pit by expansion bolt. The elbow should have grove to locate guide wire (chain) and 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. 9) PROFILE GASKET: Flexible presssure tightened automatic connection between pump and duck foot bend should be provided. 10) Submersible motor cable: Submersible cable both for power and control shall be terminated in the pump monitor unit/ starter panel or in the weather proof junction box if pump starter panel is situated beyond the length of the submersible cable. 11) Fasterners: Shall be in forged steel. 12) Pump shall be epoxy painted. MOTOR: The submersible motor shall be dry, squirrel cage type suitable for 3 phase, 50 cycles, 415 volts AC supply suitable complete confirming to ISS:325/1976 shall be of such capacity to provide under working site condition a power 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 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. l) Thermistors protection connection against over heating of motor by thermister embedded in each phase. 2) Sensor monitor connection against entry of liquid in the oil chamber by the moisture sensor provided inside the oil chamber. 3) Reverse rotation protection connection device which trips the motor in case of reverse rotation due to wrong electrical connection. 4) Bearing temperature sensor for protection from overheating of Bearings. 5) Moisture sensor for dection of leakage in stator housing. 6) 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 and lifting chain with shakles and guide pipes 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 impleller of the pump incluidng transmission, shaft losses with a 20Percent margin in the capacity of the motor when only one pump is operated in the system. 2) The motor shall be suitable for required output when line voltage variation is +/- 10Percent and frequency variation of +/- 3Percent in any combination of these voltage and frquency variation. 3) The motor should be capable of providing the required output an ambient air temperature of 45 degree centigrade. 4) The shaft head of the pump offered should be minimum 110Percent and maximum 130Percent 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) The Board preserves the right 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 Board. 6) The motor shall be suitable for starting the pumpset with suitable starter. Note:- Submersible pumpset should be installed in the wetwell and will be submerged with sewage. Hence, the pumpset should suit above system. The following protections shall be provided in the panel for each pumpset ( pump monitor unit) Overload protection Seal monitor relay for tripping the pumpset in case of failure of mechanical seal. Winding overheating protection for tripping the pumpsets in case of overheating of windings due to clogging of impeller or any other variation in voltage and frequency. Reverse rotation protection to cut off the supply in case of reverse rotation. The pumps shall be controlled by the automatic liquid level controller while the pumps run in auto mode. The electrodes shall be fixed in the wetwell and the connection from the electrode shall be made to the starter panel through the cable duct for stopping the pumpset automatically. Duty of the pumpset: a) For Averge flow: 3 LPS against total head of 36 Mtrs suitable HP with 25 M of copper power cable of 1x7x2.5 sqmm and1 x4x1.5 sqmm control cables or suitable size cables ofbrand new. The pumps should be able to pass through soft solids of 50mm dia.The delivery nozzle of the pump shall be minimum 50 mm dia and the integral bend shall be of same size that of pump delivery. The cable shall be terminated/ connected to pump monitor unit using necessary cable terminations.( Minimum 15 HP) etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
3
-
496602
ACCESSORIES FOR PUMP: Guide pipe holder - MS
3
-
4029
MS auto rail guide pipe-20mm minimum.
24
-
4800
D.I Dismantling joint-50 mm dia
3
-
7725
Lifting chain 8mm thick:Alloy steel- W/O GI with "Oval" Ring at 1mtr and with D/Bow Shackle at one end
30
-
18600
ACCESSORIES:Supply, & delivery of resilient sealed soft sealing sluice valves with body, bonnet of ductile iron of Grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of Vacuum tight and 100Percent leak proff with face dimensions as per BS 5163-89/ IS 14846-2000/ DIN3202 F4\f5 . The stem Sealing should be with Torodial 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 galvanised bolts and nuts of requied numbers of GKW/ KITO/NLXO/TECHMAN any other equivalent international approved brand. a) Diameter 50 mm b) Working pressure 10 kg/cm2 Material for component Parts Body and bonnet : Ductile cast iron of grade GGG40 Stem : AISI 410 Stainless Steel IS 6603 Gr. 12 Cr12 Wedge: Ductile iron GGG40 Rubber lined with EPDM Wedge nut: Bronze Bolts and nuts: Stainless steel Bonnet Gasket: EPDM etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
3
-
15903
NON RETURN BALL VALVE: Supply and delviery at site brand new D.I Ball valve suitable for handling water containing fibrous materials and solids of minimum 40mm a)50mm dia P.N. 1.0 etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
3
-
11340
Delivery pipes and specials:Supply and delivery at site brand new best indegineous 8mm thick double flanged mild steel pipes and specials. Suitable for test pressure equivalent to twice the working pressure. The pipe shal be quoted with epoxy paint inside and anticorossive paint outside. Welded joints should be tested as per IS 3589/1996. The thickness of flanges should confirm to IS The specials shall be as per ANSI 16.9. Minimum 50 mm dia GI pipe of Class B
36
-
12852
Minimum 100 mm dia MS pipe
200
-
31200
Minimum 50 mm dia or suitable size flanged 90 Bend.
3
-
6000
suitable size clamps
3
-
1686
Minimum 50 x80 or suitable size concentric expanders.
3
-
4500
PRESSURE GAUGE: Supply and delivery at site brand new 150mm diabrand new suitable dia sealed precision tube glycerine filled stainless steel pressure guage with stop cock, two way cock, nipple and required length of copper tube etc., complete suitable for counting onthe delivery of the above pump.
3
-
6000
Control Panel Board for pumps Supply, delivery and commissing at site brand new board brand new 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: 100 amps MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 No. 32 amps TP MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 2 No. 32amps MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 3 Nos with interlock system. Phase indicating lamps with switches of L&T/ BCH/ GE make or any other make approved by the Board - 1 set MS air insulated bus bar chamber with 4 Nos. 100 Amps. 5 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 one incoming and Six outgoing feeders. The bus bar chamber should be of adequate capacity to handle the incoming and out-going cable and for fixing the switchgears as per requirement-1No. Multi parameter such as current, kwhr, Voltage, KVA reading digital meter of prok devices or any otherbrand new - 1 Nos. Cable entries and terminals suitable for numbers, type and size of aluminium conductor power cables, etc 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 BCH / control switch gear make or any other make approved by Board- 1 Nos. 2 Nos of 3 element aux relay for alarm and trip indication of transformer. "Star delta Starter: - Supply and Delivery at site push button operated, fully automatic air break contactor operated star delta Starter with thermal over load relay and delay timer in sheet housing of Board approved make or aequivalent along with suitable capacity air break contractor with HRC fuse for make and break etc., complete for Minimum 10 HP- 3 nos " Provision shall be made in the panel for installling PMU NOTE: 1) The panel board shall be complete with all other required fittings and shall be fabricated using 2mm thick sheet steel and 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) The internal wiring shall be done using adequate size insulated electrotinned copper strip or cable of 1.1 KV grade. 3) Manufacturers test certificate is to be furnished to E.E before dispatching the materials to the work site. If 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. 4) The bus bar chamber should be adequate size to accomadate all incoming, outgoing cable and required switchgear. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
106100
Automatic Power factor control panel:- Supply and delivery at site brand new floor mounting, free standing, cubicle type APF panel board unit suitable for operation on 3 phase 50 cycles 400/440 volts AC supply fitted with the following: 32 amps MCCB with fixed and moving contracts fitted with U/V release, shunt release and with suitable thermal release.- 1 No. Suitable capacity contactors with suitable capacity HRC fuses. 20 KVAR all polypropelene type capacitors The capacitor banks shall be suitable for operating pumpsets in solo or parallel operation The total KVAR required is 20 KVAR, the banks shall be decided after finalisation of the pumpsets. Phase indicating lamps- 1 set Suitable protection against overload, overcurrent, over and under voltage, single phasing etc., trip indication / fault indication Digital type Ammeter with selector switches Digital type Voltmeter with selector switches suitable capacity current transformers The panel shall be adequate to handle incoming and outgoing cables. Timers, automatic powerfactor controller unit of suitable capacity shall be provided with 6 taps (contactors) which can switch on the individual bank of capacitor such that the powerfactor shall not be less than 0.9 lag. The connection of the APF panel shall be such that when working on D.G set, the supply to this panel shall be switched off. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
45200
Transformer : Supply, erection, electrification and commissioning at site, brand newbrand new or any other make to be approved by the Board oil immersed naturally cooled continuous duty with copper winding 63 KVA BEE 5 star rated 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. a) Dehydrating breather b) Oil conservator c) Drain plug for conservator d) Off ciruit tap changer in steps of 2.5Percent from + 7.5Percent to -7.5Percent for high voltage compensation 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 m) Air release plug - 1 No n) Filter cum drain valve q) Residual oil drain plug r) Explosion vent t) cable box for high voltage side u) Cable box for low voltage side. w) Earthing terminals y) Oil filling hole with cap 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). The losses shall be as per CBIP etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
227850
Load break switch for transformers Supply, erection, electrification and commissioning at site brand new anybrand new 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 details below: a) On load 630 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 etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
48000
LT Kiosk Supply, erection, electrification and commissioning at site brand new anybrand new load break switch panel suitable for out door unit for operating on 440V , 50 Hz 3 phase AC supply. The panelshall consists of the following equipments as details below: a) On load 100 amps MCCB with fuse trip mechanism and tripping circuit suitable for 3 phase, 440V, 50 Hz AC supply b) Suitable capacity HRC fuses with trip arrangements. c) Bus bar of adquate capacity e) Panel shall be provided adequate space for accomadation of incoming and outgoing cables etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
25000
Main side cable:- Supply and delivery at site brand new any brand new 3 1/2 x 50 sqmm Aluminum conductors PVC sheathed 1.1 KV class UG Cable conforming to the latest ISS 1554.
100
-
24000
Load side cable:- Supply and deliverty at site brand new Aluminium satndard conductors PVC insutated, sheathed steel tape/wire armoured , PVC outer sheated 1.1 KV class UG Cable conforming to the lateat ISS 1554. a) 3x 10 Sq mm
60
-
7800
11 KV HT XLPE CABLE: Supply and laying of brand new 3 x 95 sqmm aluminium, earthed, round armoured XLPE HT cable for the purpose of connecting from pole structure to metering cubical a and matering cubical toLBS
100
-
61100
ERECTION OF TRANSFORMER , LBS AND SUBSTATION: Construction of platforms (1.5x1.5x1.2) mtr in size stone, for erection of 63 KVA transformer , LBS and feeder pillar 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 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 with supply and spreading of 40 mm down size jelly all round the transformer substation 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 etc., complete
1
-
58039
Erection of Control Panel Board , APFC Panel: 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.
2
-
10000
Erection of pumpsets: Laying and jointing of pipes and specials, lowering of pumpset into the wetwell and jointing delivery pipes, guide rail system, MS chains and lowering into the wetwell upto the floor level. etc ., complete using bolts and nuts, packing, fixing clamps, providing pipe supports wherever necessary including cabling etc., complete. The pump should be provided with suitable foundations including cost of all materials etc., complete.
3
-
17400
LAYING OF CABLE: LAYING IN TRENCHES/ TRAYS: The works shall include digging of trenches size of 0.60 Mtrs. deep & 1.0 Mtrs. wide providing sand bedding to the cables laying the cable in trench providing cable marking bricks refilling, consolidation the soil etc., complete including the cost of all the materials required for laying the cable as per IE rules labour etc., complete. 3x 95 Sqmm 11 KV Class (2run) etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
40
-
13920
3.5 x 50 sqmm 1.1 kV class
60
-
10440
LAYING IN G.I PIPE: Running the cable in 2.9 mm thick suitable size GI pipe above the ground 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 labour etc., complete. 3x 95 Sqmm 11 KV Class (2run)
10
-
20260
3.5 x 50 sqmm 1.1 kV class
40
-
40520
LAYING IN G.I PIPE: Running the cable in 2.9 mm thick suitable size GI pipe above the ground 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 labour etc., complete. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge a) 3x 10 Sq mm
60
-
2340
Cable Terminations: Termination of cable using Copper lugs to the terminal end for solderless crimping to aluminium conductor by adopting cirimping tool.etc., complete with all lead and lift, as per specifications and as directed by engineer in charge 3.5 x 50 sqmm
20
-
1200
3x10 Sq mm
12
-
96
Supplying and fixing 2 mm thick perforated cable tray with powder coated paint on MS angle support using necessary GI bolts, nuts and washer or welding as required. 450 x 50 mm
20
-
16360
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. 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. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
14
-
49140
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. (all lead and lift) the works also includes construction of necessary thrust blocks required for delivery manifold arrangement. 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. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
15160
FIRE FIGHTING EQUIPMENTS : a) Supply and installation of CO2 type fire extinguisher 4.5 Kg capacity with initial charge with wall mounting bracket, ready for use - 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 for 50 persons - 1 No. c) Providing shock treatment chart on wall with inside plastic sheet cover and ply wood backplate frame work complete. d) Supply one set of fire buckets(4 Nos) with round bottom made of GI sheets 24 SWG 9 ltrs. capacity painted inside white and outside red with a word `fire' on the face of the bucket along with stand to hang the buckets. e) Supplying rubber mats tested to 22KV with ISI mark grooved, of size 6'x3'x1/2" - 2 Nos. f) Supplying rubber gloves, electrical quality, tested to 22KV - 1 Pair g) Supplying and fixing of Danger/No Admission/No Smoking Board made out of MS sheet metal with two coats of non-corrosive enamelled paint. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
9303
Tool Kit: Supply and delivery at site best Taparia/or any otherbrand new and other reputed make tool sets for operation and maintenance of the above pumpsets comprising of the following. a) Double end spanner 1/4" to 1" 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 5Kgs 1 No j) Grease gun - 1 No k) Ring spanners 1/4" to 1" - 1 set l) Tongue tester-1No m) Multimeter-1No.( eletromechanical type) n) Megger-500v of MECO or any other brand new-1No. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
10070
Servicing and commissioning: The pumpsets along with all other elecrical equipments shall be serviced and commissioned in the presence of 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 sewage 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 of the Board. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
51700
CHAIN LINKED WIRE FENCING : Supply & providing chain linked wire fencing for 11 KV transformer sub-station. The chain linked fencing should be with 2"x2"x8 SWG wire welded with angle iron frames of size 2.5mx2.5m using angle of using 50x50x6mm. The frame be fixed to be supporting channel spacing at 2.5 M size 100x50mm rails transportation and labour for fixing silver painting etc., complete with door with 2.5m size at suitable place including all taxes . Chain linked fencing shall be erected upon size stone masonry structure. The work includes providing & constructing granite/trap/basalt size stone masonry (0.45m wide, for aheight of 0.30m) in foundation cement mortor 1:6 stone hammer dressed in courses not less than 20 cm high, bond stones at two m apart and over plain cement concrete of mix M15 with OPC cement @240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878 cum and fine aggregates @ 0.459 cum machine mixed concrete laid in layers not exceeding 15 cms thick, well compacted, in foundation and plinth for a thickness of 0.15 cm for foundation and 0.10 for coping including cost of all materials, labour, HOM of machinery, curing etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
30
-
117960
Supply, erection of LT metering Cubicle LT metering box with CT's & LT Electronic Tri-Vector Meter 5A, Class-0.5/1.0 accuracy along with necessary wiring for housing ETV meter witth all lead and lift etc.,complete as per BESCOM specification with all lead and lift, as per specifications and as directed by engineer in charge
1
-
7525
Cable End Seals:- Supply and fixing of 1.1 KV Indoor and outdoor type brand new 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 per specifications and as directed by engineer in charge Suitable 3 X 95 sqmm, 11 KV XLPE cable, outdoor earthed type
2
-
9528
3 X 95 sqmm, 11 KV XLPE cable indoor earthed type
5
-
22605
Supply, Installation, testing and commissioning of 50 KVA DG sets of any otherbrand new along with the following accessories/ specifications. Supply, Installation, testing and commissioning of following DG alternator of any otherbrand new and engine of any otherbrand new 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 2Percent, transient voltage dip shall be less than 12Percent, Transient recovery shall be less than 1 second, voltage regulation shall be +/- 0.5Percent to +/- 1Percent 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 +/- 0.5Percent to +/- 1Percent 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. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
408700
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 100 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. suffiecient louvers with blowers to be provided for maintaining inside temparature/Removable gland plates of 3 mm thick shall be provided at the bottom. panel lamp with door limit switch. The AMF Panel shall be comprising of the following: 2 No. of 63 A, 4 pole, power contractor with 4 No + 4 NC aux, Contact/ 415V AC coil and one set of backup 200 A HRC links/base. 63A, 50 KA,TPN + E Al bus bars with colour coding. 63/5/5A,20/15VA, Class-1/10P10 resin cast CTs Microprocessor based AMF module 1 No. of 96 Sqmm, 0-400 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 400 VA continuously. 1 No. of 32 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 otherbrand new 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 otherbrand new. 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 otherbrand new. 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. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
1
-
89500
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. The generators are to be mounted on the platform. Hence, suitable spring anti-vibration mounts/ pads are to be provided to reduce the vibration on the floor
10
-
18000
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. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
4
-
14040
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. etc., complete with all lead and lift, as per specifications and as directed by engineer in charge
4
-
18640
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 Engineer-in-charge. Supply & Installation of earthing Strip 40 x 6 copper.
10
-
14300
Supply & Installation of earthing Strip 40 x6 GI
35
-
5600
Erection & Installation Works: Supply and installation of the following items including all necessary accessories, scafolding etc., complete with all lead and lift as per approved design and specifications and as per the instructions of the engineer in charge. M.S Exhaust piping: M.S Exhaust pipe 100 mm dia complete with M.S Supports.
10
-
22500
Residential Silencer supproting frame.
2
-
1400
Thermal insulation with aluminium cladding for exhaust piping
10
-
8200
Thermal insulation with aluminium cladding for residential silencer
1
-
4700
Supplying and laying of 6 c x 2.5 sqmm control cable
10
-
2670
Cable entry box for alternators
2
-
4000
PART-V Operation and maintenance of 6.20 MLD SBR technology @ Vrishabhavathi pura, 0.16MLD@ Heggadagere , 2 nos of 0.1 MLD each @ M.Karenahalli & Shettigowdanahalli STP of MBBR technology, 4 nos of Wet well, DG room, HSC's, Manholes, Rising Main and sewer net work ( assests built under this contract) including establishment complete with all lead and lift as directed by Engineer Incharge for 3 years includig one year defect liability period for the 1st year including Defects Liability Period.
1
-
4027000
Operation and maintenance of 6.20 MLD SBR technology @ Vrishabhavathi pura, 0.16MLD@ Heggadagere , 2 nos of 0.1 MLD each @ M.Karenahalli & Shettigowdanahalli STP of MBBR technology, 4 nos of Wet well, DG room, HSC's, Manholes, Rising Main and sewer net work ( assests built under this contract) including establishment complete with all lead and lift as directed by Engineer Incharge for 3 years includig one year defect liability period for 2nd year
1
-
8193000
Operation and maintenance of 6.20 MLD SBR technology @ Vrishabhavathi pura, 0.16MLD@ Heggadagere , 2 nos of 0.1 MLD each @ M.Karenahalli & Shettigowdanahalli STP of MBBR technology, 4 nos of Wet well, DG room, HSC's, Manholes, Rising Main and sewer net work ( assests built under this contract) including establishment complete with all lead and lift as directed by Engineer Incharge for 3 years includig one year defect liability period for 3rd year
1
-
8653000
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