UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date29 Nov 2023
Closing Date19 Dec 2023
Tender AmountRefer Documents
Costs
EMD
₹ 15,50,000Document Cost
₹ 23,600Tender Fee
Refer Documents
Summary
Joya Reorganization Water Supply Scheme
Description
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Contact
Tender Id
2023_UPJNM_862891_1Bid Award Id
ViewTender No
1988/Nivida/180 Dt. 17.11.2023Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.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
Supply of following size of D.I. Pipe Class K-9 for rising main conforming to latest relevent to I.S.8329/2000 specification including railway frieght, insurance charges F.O.R. and supply of D.I. specials etc. complete as per instructions of Engineer-in-charge. All pipes should be supplied from the firm enlisted by Material Manager UP Jal Nigam Lucknow and should be proper inspection, testing, certification & marking by M/s Crown Agents India Pvt. Ltd. New Delhi, Elites India Pvt. Ltd., SGS India Pvt Ltd. New Delhi, & CIPET Lucknow.
-
-
-
150mm dia D.I. Pipe K-9
995
1847844
1857.13
200mm dia D.I. Pipe K-9
670
1675033
2500.05
Carting ,laying and jointing of following size of D.I. Pipe Class K-9 into the trenches including cost of all materials, labour and T&P, testing etc. complete.
-
-
-
150mm dia D.I. Pipe K-9
995
75490
75.87
200mm dia D.I. Pipe K-9
670
53204
79.41
Supply and carting up to site of work of the following size of Class K-9 C.I./D.I. butterfly/sluice valves, Class I working pressure 10kg/cm2 confirming to IS: 780/1984 or latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipeline and testing etc. complete and also including supply of jointing materials etc. including all taxes and insurance
-
-
-
150mm dia
3
67500
22500
200mm dia
2
71200
35600
Construction of Sluice Valve Chamber Masonary Type as per departmental type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document. Internal Size 1.0 x1.0 x 1.25m with 150mm thick RCC Slab and 1:2:4 PCC base concrete in foundation 150mm thick
5
80340
16068
Design and construct Thrust Block made in R.C.C. with cement. coarse sand & 40mm gauge stone ballast in proporation 1:1.5:3 for pipeline, including supply of MS reinforcment wrought to required shape as necessary, its bending, fixing & binding the same with 0.50mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T&P etc. required for proper completion of the work and as per specification for RCC work given in the bid document as per instruction of Engineer-in-charge.
5.48
33696
6149
Mild steel or iron work in R.C.C. wrought to required shape nas necessary for thrust block including bending for proper completion of the work including supply of steel & wastage etc as per instructions of Engineer-in-charge
3.3
19862
6018.94
Dismantling following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for propercompletion of the work as per instruction of Engineer-in-charge.
-
-
-
C.C. Road
1209
211115
174.62
Reinstatement following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for propercompletion of the work as per instruction of Engineer-in-charge.
-
-
-
CC road will be prepared with 10cm thick P.C.C. 1:2:4 Cemant, Coarse Sand & Stone Grit over base concrete 8cm P:C:C 1:4:8 with Cement, Coarse Sand & 40mm Stone Ballast after compacting the earth surface properly. The C.C. Surface must be compacted with surface vibrator, including all materials, labour, T&P etc. complete.
1209
1204115
995.96
Distribution System
-
-
-
Supply of following size of pipe for distribution system conforming to latest relevent to I.S. 4984/2016 & 8329/2000 (HDPE Pipe and DI Pipe) specification including railway frieght, insurance charges F.O.R. and supply of HDPE & D.I. specials etc. complete as per instructions of Engineer-in-charge. All pipes should be supplied from the firm enlisted by Material Manager UP Jal Nigam Lucknow and should be proper inspection, testing, certification & marking by M/s Crown Agents India Pvt. Ltd. New Delhi, Elites India Pvt. Ltd., SGS India Pvt Ltd. New Delhi, & CIPET Lucknow.
-
-
-
110mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016
28587
7553257
264.22
125mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016
1243
416927
335.42
140mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016
1582
668489
422.56
160mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016
806
443291
549.99
180mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016
1271
883637
695.23
200mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000
1538
3211021
2087.79
250mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000
2633
7223582
2743.48
300mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000
376
1324591
3522.85
350mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000
363
1573815
4335.58
400mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000
304
1602985
5272.98
450mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000
304
1890940
6220.2
Carting ,laying and jointing of HDPE Pipe PN-6 PE-100 & D.I. Pipe Class K-7 into the trenches including cost of all materials, labour and T&P, testing etc. complete.
-
-
-
110mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016
28587
1451647
50.78
125mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016
1243
68936
55.46
140mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016
1582
87737
55.46
160mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016
806
57475
71.31
180mm dia H.D.P.E. Pipe (O.D.) PE-100 PN-6 conforming to IS4984:2016
1271
90635
71.31
200mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000
1538
122132
79.41
250mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000
2633
279703
106.23
300mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000
376
51846
137.89
350mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000
363
63024
173.62
400mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000
304
61854
203.47
450mm dia D.I. Pipe K-7 conforming to latest/relevent I.S. 8329/2000
304
69920
230
Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead upto 50 mt. from centre of trenches and refilling of earth in 20 cm. layers with watering and raimming etc. complete.
32821.89
7543454
229.83
Supply and carting up to site of work of the following dia C.I./D.I. butterfly/sluice valves, Class I working pressure 10kg/cm2 confirming to IS: 780/1984 or latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipeline and testing etc. complete and also including supply of jointing materials etc. including all taxes and insurance
-
-
-
Sluice Valve 150mm dia
6
135000
22500
Sluice Valve 200mm dia
2
71200
35600
Sluice Valve 250mm dia
3
183300
61100
Sluice Valve 350mm dia
1
153500
153500
Sluice Valve 400mm dia
1
179500
179500
Supply of 20mm dia Air Valve screwed down type air valve with gun metal seat conforming to latest/relevent I.S. 780 specifications including all taxes and insurance, carting up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc complete) as per instructions of Engineer-in-charge.
10
40500
4050
Supply of 80mm dia Fire Hydrent underground sluice valve type fire hydrant consisting of 80mm dia sluice valve, tail pieces, duck foot bend and standard makes iron copuling with cap and etc. complete conforming to latest/relevent I.S. specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipeline and testing etc. complete (including supply of jointing materials etc complete.) as per instructions of Engineer-in-charge.
4
34000
8500
Supply and carting up to site of work of the following dia C.I./D.I. butterfly/scour valve 80mm, Class I working pressure 10kg/cm2 confirming to IS: 780/1984 or latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipeline and testing etc. complete and also including supply of jointing materials etc. including all taxes and insurance
5
44000
8800
Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and alll materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document
-
-
-
Construction of Sluice Valve Chamber Masonary Type as per departmental type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document. Internal Size 1.2 x1.2 x 1.50m with 150mm thick RCC Slab and 1:2:4 PCC base concrete in foundation 150mm thick
7
148092
21156
Sluice Valve/Scour Valve Chamber Surface Box Type
11
39886
3626
Fire Hydrant Chamber
4
32640
8160
Air Valve Chamber
10
56130
5613
Dismantling of following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for propercompletion of the work as per instruction of Engineer-in-charge.
-
-
-
B.O.E. Surface
641.1
57173
89.18
Bituminous Surface
10545.53
1933522
183.35
C.C. Road
11126.4
1942891
174.62
CC Interlocking Tiles Road
4783.88
550337
115.04
Reinstatement of following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for propercompletion of the work as per instruction of Engineer-in-charge.
-
-
-
B.O.E. Road with 40% new brick and 60% used old bricks over 30mm compacted local sand including all materials labour, T&P etc. complete.
641.1
198074
308.96
Bituminous roads with granular sub base (G1-100mm, G2-75mm, G3-75mm thick), 50mm thick bituminous macadum over priming coat and tack coat and 30mm thick SDBC/BC over tack coat and disposal of all debris and surplus earth with in 8km distance or as per direction of Engineer-in-Charge, including all materials, labour, T&P etc. complete
10545.53
11419648
1082.89
CC road will be prepared with 10cm thick P.C.C. 1:2:4 Cemant, Coarse Sand & Stone Grit over base concrete 15cm P:C:C 1:4:8 with Cement, Coarse Sand & 40mm Stone Ballast after compacting the earth surface properly. The C.C. Surface must be compacted with surface vibrator, including all materials, labour, T&P etc. complete.
11126.4
11081449
995.96
Interlocking Tile Road : Tiles must be of the thickness and grade similer to that of the dismantled tiles over base concrete 75mm thick P:C:C 1:4:8 cement, local sand & stone ballast as per existing road.The thickness of tiles shall be same as that of existing road, including all materials, labour, T&P etc. complete
4783.88
3782279
790.63
Provision of crossing of Nalas & culvert complete i.e. total material (including supply of all materials including FOR Destinaion inclusive of all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in departmental store etc. complete) & labour cost per metre as per type design & as per instruction of Engineer-in- charge.
-
-
-
Nala Crossing more than 0.75m upto 3.49 m
170
504390
2967
Nala Crossing more than 3.5m (Culvert Crossing)
9
125905
13989.51
Provision of crossing of state highway by trenchless technology for distribution main complete i.e. total material (including supply of all materials, labour T&P Machine etc. all work complete including MS casing pipe with epoxy coat both sides for 250mm dia and above including after to be taken NOC from NHAI/PWD Department for crossing road.
170
1403169
8253.94
Making interconnection in 90-450mm dia A.C./PVC/HDPE pipe including supply, carting of specials, lowering them into trenches, cutting, fixing them in proper alignment and jointing including bailing ou of water, necessary excavation for connection and barricating including all labour, T&P etc. required for proper completion of the work.
27
149221
5526.72
Making ferrule connection of various nominal dia of new distribution mains in different type of roads with fixing of saddle piece. service connections. fittings. and fixing of brass ferrule of 15mm size including tapping the main, include the cost of excavation and subsequent backfill fo trenches and cost of fitting and specials, including labour charges for cutting, threading & fitting of GI pipe and specials including supply of binding materials such as safeda and teflon tape etc. Including making hole in the wall for crossing of GI pipe also repairing the same with mortar and also including crossing of drain with all labour T&P etc complete including material i.e. 3 meter 20mm dia (OD) HDPE pipe (12.5 kg/cm2), 2 meter 20mm (OD) GI pipe, Class-B, EL-bow 20mm (OD) GI for above pipe Class-B, Clamp with saddle, TAP/Stop Cock (Brass) 15mm, Ferrule brass HDPE 15mm with end cap (heavy duty), 20mm dia PP-Adopter and 20mm dia GI-Union.
-
-
-
110mm
4102
10886995
2654.07
125mm - 160mm
547
1464319
2677
180mm - 250mm
437
1184947
2711.55
300mm - 350mm
328
900717
2746.09
400m - 450mm
53
187832
3544
Variation in 20mm (OD) dia HDPE pipe w.r.t. 3.0 mtr.
1000
33570
33.57
Variation in 20mm (OD) dia GI pipe w.r.t. 2.0 mtr.
1000
116990
116.99
OHT Repairing 900KL (Zone 1)
-
-
-
Providing and erection of scaffolding and shuttering material lide challi, gurra, nail, bans, ballia, patra etc. required for completion of work on all surface area of OHT from to top dome to ground level. So as to give strong and safe platform to wrorkers to work on all part of OHT for repair and strengthning as per direction of engineer-in-Charge
1
184800
184800
Repairing of OHT and Plastering including waterproofing treatment to make the water retaining structure water tight.
1
150500
150500
Supply and fixing ventilator jali at OHT including repairing of the ventilator and fixing the same properly includking supply ot all materila labour T & P etc. required for proper completionof the work
1
3852
3852.3
Supply and fixing of fabricated MS angle iron ladder consisting of 75x75x6mm angle iron and 20mm dia plain MS bar of 45 cm wide for a required length and painted with anti corrosive paint and fixing the same in the tank body including supply of all materials, labour, T&P etc required for proper completion of the work as per direction of Engineer Incharge
1.5
12585
8390
Supply and fixing of 20mm dia medium quality of FI pipe railing with MS angle iron post of section 50x50x6mm and 1.00 m height including grouting the angle iron post properly an fixing the pipe railinng including supply of all materila, labour, T&P etc. required for proper completion of the work as per direction of Engineer Inchage
-
-
-
New pipe railing 3/4"(20mm) diam. Medium quality GI pipe
130
30052
231.17
Repair of Old Railing
45
5201
115.59
MS iron for single raw post 50x50x6mm of 1.00 M height
1
8390
8390
Supply and fixing of following devices of the OHT including cutting of hole for cleats to fix the same properly and including suppply of all materila labour T&P etc. and fixing the appliances in the cleats with screw or nales etc.
-
-
-
Water level indicator with marked scale
1
30823
30823
Lightening conductor
1
30823
30823
Injection grouting in vertical sugace/wall placing and fizing nozzle by drilling machine in tank wall having minimum da of naozzle 15 mm and provide on a regular interval not exceeding 1m including construction joints. Injection of pidicrete AM (Polymer based on shrinkage high strength grout) admixed with cemetn through nozzle under pressure by sump @250gms per bag of cement sealign the nozzle agter groutng with Polymer product mixed with cemetn making tank body in wroking and seapage free condition
215
55697
259.06
Painting the iron work in small area with one coat of anti corrosive primer and two coat of approved enamel paint including supply of all material labour T&P etc required for proper completion of the work as per satisfaction of Engineerr Inchage
-
-
-
Railing of stair case and balcony with iron post and two rows of GI pipe 20mm dia
155
9555
61.65
Painting with approved quality Black Japan paint, inlet, outlet, washout pipe, over flow pipe, 100mm to 350mm diam.
155
23116
149.14
Painting of outer surface of OHT with weather proof paint (like apex etc.) as per direction of Engineer Incharge
470
47587
101.25
Construction of Sluice Valve Chamber Masonary Type as per departmental type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document. Internal Size 1.0 x1.0 x 1.25m with 150mm thick RCC Slab and 1:2:4 PCC base concrete in foundation 150mm thick
2
26360
13180
50mm thick 1:2:4 PCC floor with cement coarse sand and 20mm gauge stone balast with base concrete 75mm thick 1:4:8 cement local sand and brick balast 40mm gauge
140
78108
557.92
Supply of all the materials, labour T&P and construction of a R.C.C. Over head tank above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911.
1
17556000
17556000
ZONE-2
-
-
-
1600 KL/22M Staging
-
-
-
All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456.
-
-
-
Minimum depth of founditation below original ground level will be 2.0 M.
-
-
-
Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.
-
-
-
The asumed bearing capacity of soil has been taken as 8 M.T. sqm.
-
-
-
1m wide RCC stair case from ground lavel to balcony.
-
-
-
M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tank body ( from manhole in top dome to bootom dome).
-
-
-
1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall.
-
-
-
Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m.
-
-
-
Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of vintilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expended mentaled jail.
-
-
-
Electro Megnetic Flow Meter
-
-
-
Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966.
-
-
-
D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixe at top dome at proper place.
-
-
-
Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and execuvation in all types of soil.
-
-
-
ZONE-2
-
-
-
Inlet
-
-
-
Outlet
-
-
-
Over flow (must be connected in distribution system)
-
-
-
Wash out
-
-
-
Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete.
-
-
-
Inlet
-
-
-
Outlet
-
-
-
Over flow (must be connected in distribution system)
-
-
-
Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.
-
-
-
Construction of surface box type Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement.
-
-
-
Construction of washout/ overflow chamber as per departmental type design and drawing.
-
-
-
Construction of R. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design.
-
-
-
Painting of all concrete surface and steel pipe worrks with three coats of approved cement paint and anticorrosive paints.
-
-
-
Testing & Commission etc. all complete work.
-
-
-
Testing of bearing capacity of soil from a reorganized Govt. Engineering College or as directed by department.
-
-
-
Providing for inside square drain including supply all materials labour and T&P etc. complete
-
-
-
OHT Repairing 300KL (Zone 3)
-
-
-
Providing and erection of scaffolding and shuttering material lide challi, gurra, nail, bans, ballia, patra etc. required for completion of work on all surface area of OHT from to top dome to ground level. So as to give strong and safe platform to wrorkers to work on all part of OHT for repair and strengthning as per direction of engineer-in-Charge
1
184800
184800
Repairing of OHT and Plastering including waterproofing treatment to make the water retaining structure water tight.
1
151100
151100
Supply and fixing ventilator jali at OHT including repairing of the ventilator and fixing the same properly includking supply ot all materila labour T & P etc. required for proper completionof the work
1
3852
3852
Supply and fixing of fabricated MS angle iron ladder consisting of 75x75x6mm angle iron and 20mm dia plain MS bar of 45 cm wide for a required length and painted with anti corrosive paint and fixing the same in the tank body including supply of all materials, labour, T&P etc required for proper completion of the work as per direction of Engineer Incharge
1
8390
8390
Supply and fixing of 20mm dia medium quality of FI pipe railing with MS angle iron post of section 50x50x6mm and 1.00 m height including grouting the angle iron post properly an fixing the pipe railinng including supply of all materila, labour, T&P etc. required for proper completion of the work as per direction of Engineer Inchage
-
-
-
New pipe railing 3/4"(20mm) diam. Medium quality GI pipe
90
20805
231.17
Repair of Old Railing
50
5779
115.59
MS iron for single raw post 50x50x6mm of 1.00 M height
1
8390
8390
Supply and fixing of following devices of the OHT including cutting of hole for cleats to fix the same properly and including suppply of all materila labour T&P etc. and fixing the appliances in the cleats with screw or nales etc.
-
-
-
Water level indicator with marked scale
1
30823
30823
Lightening conductor
1
30823
30823
Injection grouting in vertical sugace/wall placing and fizing nozzle by drilling machine in tank wall having minimum da of naozzle 15 mm and provide on a regular interval not exceeding 1m including construction joints. Injection of pidicrete AM (Polymer based on shrinkage high strength grout) admixed with cemetn through nozzle under pressure by sump @250gms per bag of cement sealign the nozzle agter groutng with Polymer product mixed with cemetn making tank body in wroking and seapage free condition
190
49210
259
Painting the iron work in small area with one coat of anti corrosive primer and two coat of approved enamel paint including supply of all material labour T&P etc required for proper completion of the work as per satisfaction of Engineerr Inchage
-
-
-
Railing of stair case and balcony with iron post and two rows of GI pipe 20mm dia
140
8631
61.65
Painting with approved quality Black Japan paint, inlet, outlet, washout pipe, over flow pipe, 100mm to 350mm diam.
140
20879
149.14
Painting of outer surface of OHT with weather proof paint (like apex etc.) as per direction of Engineer Incharge
430
43537
101.25
Construction of Sluice Valve Chamber Masonary Type as per departmental type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document. Internal Size 1.0 x1.0 x 1.25m with 150mm thick RCC Slab and 1:2:4 PCC base concrete in foundation 150mm thick
2
26360
13180
50mm thick 1:2:4 PCC floor with cement coarse sand and 20mm gauge stone balast with base concrete 75mm thick 1:4:8 cement local sand and brick balast 40mm gauge
110
61371
557.92
Supply of all the materials, labour T&P and construction of a R.C.C. Over head tank above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911.
1
8247800
8247800
ZONE-4
-
-
-
600 KL/20M Staging
-
-
-
All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456.
-
-
-
Minimum depth of founditation below original ground level will be 2.0 M.
-
-
-
Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.
-
-
-
The asumed bearing capacity of soil has been taken as 8 M.T. sqm.
-
-
-
1m wide RCC stair case from ground lavel to balcony.
-
-
-
M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tank body ( from manhole in top dome to bootom dome).
-
-
-
1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall.
-
-
-
Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m.
-
-
-
Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of vintilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expended mentaled jail.
-
-
-
Electro Megnetic Flow Meter
-
-
-
Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966.
-
-
-
D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixe at top dome at proper place.
-
-
-
Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and execuvation in all types of soil.
-
-
-
ZONE-4
-
-
-
Inlet
-
-
-
Outlet
-
-
-
Over flow (must be connected in distribution system)
-
-
-
Wash out
-
-
-
Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete.
-
-
-
Inlet
-
-
-
Outlet
-
-
-
Over flow (must be connected in distribution system)
-
-
-
Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.
-
-
-
Construction of surface box type Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement.
-
-
-
Construction of washout/ overflow chamber as per departmental type design and drawing.
-
-
-
Construction of R. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design.
-
-
-
Painting of all concrete surface and steel pipe worrks with three coats of approved cement paint and anticorrosive paints.
-
-
-
Testing & Commission etc. all complete work.
-
-
-
Testing of bearing capacity of soil from a reorganized Govt. Engineering College or as directed by department.
-
-
-
Providing for inside square drain including supply all materials labour and T&P etc. complete
-
-
-
Supply of all labour, material sand T&P etc. and construct staff quarter for maintenacne staff at Zone-2
1
1270282
1270282
Supply of all labour, material sand T&P etc. and construct Master Control Room (3m x 4m x 3m) for operation all tubewell
1
479750
479750
Supply of all labour, materials,T&P etc. and construct pumphouse (3.6mx3.0mx3.6m)-cum-chloronome (1.8mx1.2mx3.0m) Including By-pass chamber for pumphouse (1000mmx1000mmx1300mm) and as per the specification for civil work given in the bid document as per departmental type design at various sites.
5
2601875
520375
Site Development works (Zone-1 to 4)
-
-
-
Supply of all labour,material sand T&P etc.and construct boundary wall at various sites.
413
2788972
6752.96
Supply of all labour, material sand T&P etc. and provide 3.6m wide M.S. gate and 1.2m wide wicket gate with pillars as per department al type design, at various sites.
5
259065
51813
CC road will be prepared with 10cm thick P.C.C. 1:2:4 Cemant, Coarse Sand & Stone Grit over base concrete 15cm P:C:C 1:4:8 with Cement, Coarse Sand & 40mm Stone Ballast after compacting the earth surface properly. The C.C. Surface must be compacted with surface vibrator, including all materials, labour, T&P etc. complete.
570
567697
995.96
Earth filling at various sites including supply of earth and all necessary labour etc. complete.
250
95000
380
RAIN WATER HARVESTING AND GROUND WATER RECHARGING
-
-
-
Construction of recharging unit of ground water by rain water in water works sites as per the drawing including supply of all materials, labour,T&P etc. required for proper completion of work.
5
729500
145900
E/M Works
-
-
-
CONSTRUCTION OF TUBEWELL (300x200mm dia) ZONE-2
-
-
-
Transportation, Erection, Dismantling of Rig Machine and its T&P
2
62712
31356.46
Transportation, Erection, Dismantling of Compressor 250/350 PSI
2
54346
27173.04
Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test
2
86124
43062.36
Supply of Tubewell Assembly
-
-
-
M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.
-
-
-
(Note- Axial Length of Reducer without Ring shall be measured with casing pipe)
-
-
-
300 mm dia M.S. Pipe
108
558181
5168.35
200 mm dia M.S. Plain/slotted
182
650667
3575.1
PEA-GRAVEL (As per IS:4097)
-
-
-
1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at site for Tubewell
90
431775
4797.5
Drilling of bore by rig machine As Per IS :2800(Part I & II):
-
-
-
Drilling of bore by 600 mm dia bit GL to 60 mt. BGL.
120
263670
2197.26
Drilling of bore by 500 mm dia bit from 60 mt GL to 100 mt. BGL.
80
148146
1851.84
Drilling of bore by 500 mm dia bit 100 m BGL to 160 m. BGL.
120
260216
2168.47
Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding:
-
-
-
Lowering of 300 mm dia M.S. Housing pipe from GL to 54 m.BGL
108
38341
355.02
Lowering of 200 mm dia M.S. Plain/slotted pipe 54 m. BGL to 100 m. BGL
92
22068
239.88
Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 145 m. BGL
90
26770
297.45
Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge.
-
-
-
Development and testing of tube well by Air Compressor.
100
278255
2782.55
Development and testing of tube Well O.P.Unit to yield sand free Discharge.
200
149682
748.41
Chemical and Bacteriological
-
-
-
test (Analysis of water sample)
2
4797
2398.75
Logging of borehole by departmental/approved electric logger
2
34542
17271
CONSTRUCTION OF TUBEWELL (300x150mm dia) ZONE-3
-
-
-
Transportation, Erection, Dismantling of Rig Machine and its T&P
1
31356
31356.46
Transportation, Erection, Dismantling of Compressor 250/350 PSI
1
27173
27173.04
Transportation, Erection, Dismantling of 1 Cusec/ 3 Cusec O.P. Unit and Yield test
1
43062
43062.36
Supply of Tubewell Assembly
-
-
-
M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.
-
-
-
(Note- Axial Length of Reducer without Ring shall be measured with casing pipe)
-
-
-
300 mm dia M.S. Pipe
48
248080
5168.35
150 mm dia M.S. Plain/slotted
62
167045
2694.28
PEA-GRAVEL (As per IS:4097)
-
-
-
1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at site for Tubewell
36
172710
4797.5
Drilling of bore for tubewell constrution by DC/RC Rig machine complete in all respect including reqired all material, labour etc. as per IS :2800(Part I & II):
-
-
-
Drilling of bore by 600 mm dia bit GL to 55 mt. BGL.
55
120849
2197.26
Drilling of bore by 500 mm dia bit from 55 mt GL to 100 mt. BGL.
45
83332
1851.84
Drilling of bore by 500 mm dia bit 100 m BGL to 120 m. BGL.
20
43369
2168.47
Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding:
-
-
-
Lowering of 300 mm dia M.S. Housing pipe from GL to 48 m.BGL
48
17040
355.02
Lowering of 150 mm dia M.S. Plain/slotted pipe 48 m. BGL to 100 m. BGL
52
9479
182.31
Lowering of 150 mm dia M.S. Plain/slotted pipe 100 m. BGL to 110 m. BGL
10
2302
230.28
Development of tube well by 250 PSI air compressor and 1 cusec O.P. Unit to yield sand free discharge.
-
-
-
Development and testing of tube well by Air Compressor.
40
111302
2782.55
Development and testing of tube Well O.P.Unit to yield sand free Discharge.
80
49894
623.68
Chemical and Bacteriological
-
-
-
test (Analysis of water sample)
1
2398
2398.75
Logging of borehole by departmental/approved electric logger
1
17271
17271
CONSTRUCTION OF TUBEWELL (300x150mm dia) ZONE-4
-
-
-
Transportation, Erection, Dismantling of Rig Machine and its T&P
2
62712
31356.46
Transportation, Erection, Dismantling of Compressor 250/350 PSI
2
54346
27173.04
Transportation, Erection, Dismantling of 1 Cusec/ 3 Cusec O.P. Unit and Yield test
2
86124
43062.36
Supply of Tubewell Assembly
-
-
-
M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.
-
-
-
(Note- Axial Length of Reducer without Ring shall be measured with casing pipe)
-
-
-
300 mm dia M.S. Pipe
96
496161
5168.35
150 mm dia M.S. Plain/slotted
124
334090
2694.28
PEA-GRAVEL (As per IS:4097)
-
-
-
1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at site for Tubewell
72
345420
4797.5
Drilling of bore for tubewell constrution by DC/RC Rig machine complete in all respect including reqired all material, labour etc. as per IS :2800(Part I & II):
-
-
-
Drilling of bore by 600 mm dia bit GL to 55 mt. BGL.
110
241698
2197.26
Drilling of bore by 500 mm dia bit from 55 mt GL to 100 mt. BGL.
90
166665
1851.84
Drilling of bore by 500 mm dia bit 100 m BGL to 120 m. BGL.
40
86738
2168.47
Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding:
-
-
-
Lowering of 300 mm dia M.S. Housing pipe from GL to 48 m.BGL
96
34081
355.02
Lowering of 150 mm dia M.S. Plain/slotted pipe 48 m. BGL to 100 m. BGL
104
18959
182.31
Lowering of 150 mm dia M.S. Plain/slotted pipe 100 m. BGL to 110 m. BGL
20
4605
230.28
Development of tube well by 250 PSI air compressor and 1 cusec O.P. Unit to yield sand free discharge.
-
-
-
Development and testing of tube well by Air Compressor.
80
222604
2782.55
Development and testing of tube Well O.P.Unit to yield sand free Discharge.
160
99788
623.68
Chemical and Bacteriological
-
-
-
test (Analysis of water sample)
2
4797
2398.75
Logging of borehole by departmental/approved electric logger
2
34542
17271
AUTOMATIC CHLORINATION SYSTEM OF EXITING TUBEWELL ZONE-1
-
-
-
SITC work of Automatic Chlorination System compatible to SCADA system
2
129532
64766.25
AUTOMATIC CHLORINATION SYSTEM OF NEW TUBEWELL ZONE -2
-
-
-
SITC work of Automatic Chlorination System compatible to SCADA system
2
129532
64766.25
AUTOMATIC CHLORINATION SYSTEM OF EXITING TUBEWELL ZONE-3
-
-
-
SITC work of Automatic Chlorination System compatible to SCADA system
1
64766
64766.25
AUTOMATIC CHLORINATION SYSTEM OF NEW TUBEWELL ZONE-3
-
-
-
SITC work of Automatic Chlorination System compatible to SCADA system
1
64766
64766.25
AUTOMATIC CHLORINATION SYSTEM OF NEW TUBEWELL ZONE-4
-
-
-
SITC work of Automatic Chlorination System compatible to SCADA system
2
129532
64766.25
NEW PUMPING PLANT & VOLTAGE STABILIZER ZONE-2
-
-
-
Supply, Installation, testing and Commissioning of 1700 lpm , 58 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset,wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc.
2
529646
264823.15
SITC of 150 mm dia size motor operated actuators with metal sheeted sluice valves
4
431775
107943.75
Soft starter for above pumpset with RS 485 Port-400V Class for above pumpset
2
172710
86355
SITC of 50 kva stabilizer for above pump set
2
345420
172710
SITC of equipments for the items as given below :
-
-
-
Pressure transmitter
2
86355
43177.5
Misc. Items such as Protection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-2019
2
24093
12046.52
Coloumn Pipe 5 mtr long
10
28065
2806.54
NEW PUMPING PLANT & VOLTAGE STABILIZER ZONE-3
-
-
-
Supply, Installation, testing and Commissioning of 700 lpm ,58 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset,wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc.
1
175285
175285.97
SITC of suitable capacity soft starter with RS485 port- 400 V Class.
1
60448
60448.5
SITC of 100 mm dia size motor operated actuators with metal sheeted sluice valves
2
215887
107943.75
SITC of 25 kva stabilizer for above
1
110534
110534.4
SITC of equipments for the items as given below :
-
-
-
Pressure transmitter
1
43177
43177.5
Misc. Items such as Prtection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-Sor 2019
1
17668
17668.23
Coloumn Pipe 5 mtr long
5
9067
1813.46
NEW PUMPING PLANT & VOLTAGE STABILIZER ZONE-4
-
-
-
Supply, Installation, testing and Commissioning of 700 lpm ,55 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset,wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc.
2
350571
175285.97
SITC of suitable capacity soft starter with RS485 port- 400 V Class.
2
120897
60448.5
SITC of 100 mm dia size motor operated actuators with metal sheeted sluice valves
4
431775
107943.75
SITC of 25 kva stabilizer for above
2
221068
110534.4
SITC of equipments for the items as given below :
-
-
-
Pressure transmitter
2
86355
43177.5
Misc. Items such as Prtection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-Sor 2019
2
35336
17668.23
Coloumn Pipe 5 mtr long
10
18134
1813.46
SITC WORK OF EQUIPMENTS AT LOCAL CONTROL STATION (LCS)
-
-
-
CE/UL & BIS Certified industrial grade LARGE SIZE LED MONITOR with lates configuration as per specification.
1
216000
216000
Desktop/PC with i5/i7 processor for as per spec mentioned in tachnical bid documents.
1
81000
81000
CE/UL Certified 3 KVA UPS with batteries as per spec mentioned in tachnical bid documents.
1
135000
135000
Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents.
1
360000
360000
CE/UL certified local conrol room PLC with redundant CPU& power supply at LCS in IP 54 enclouser as per spec mentioned in tachnical bid documents.
1
495000
495000
GSM based wireless/Broadband/Equivalent communication system for PLC capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP.
1
36000
36000
CE/UL certified Firewall for network protection.
1
162000
162000
Surge protector for eternet communication protection.
1
13500
13500
industrial grade Ethernet Switch.
1
13500
13500
canon/hp Laser printer1018 or equivalent
1
27000
27000
Installation,Commissioning ,testing including required furniture,internal wiring,PVC panelling of walls/false ceiling work and Split A/C .
1
45000
45000
Security Survelliance IP Camera with required hard drive to store data of atleast 15 Days
2
36000
18000
EXISTING OHT AUTOMATION SYSTEM ZONE -1
-
-
-
SITC of CE/UL certifeid Radar Type level transmitter for OHT.
2
230280
115140
SITC of Actuator with new metal seeted sluice valve
1
326230
326230
SITC of CE/UL certifeid Electromagnetic Flowmeter
1
402990
402990
trial for OHT
1
9595
9595
SITC of UPS 10 kva 3phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply
1
414820
414820.64
NEW OHT E&M WORK ZONE-2
-
-
-
SITC of CE/UL certifeid Radar Type level transmitter for OHT.
1
115140
115140
SITC of Actuator with new metal sheeted sluice valve
1
326230
326230
SITC of CE/UL certifeid Electromagnetic Flowmeter
1
402990
402990
trial for OHT
1
9595
9595
SITC of UPS 10 kva 3phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply
1
414820
414820.64
Lighting at Water works campus with solar panel and LED light of 1 set
1
28785
28785
EXISTING OHT AUTOMATION SYSTEM ZONE-3
-
-
-
SITC of CE/UL certifeid Radar Type level transmitter for OHT.
2
230280
115140
SITC of Actuator with new metal seeted sluice valve
1
143925
143925
SITC of CE/UL certifeid Electromagnetic Flowmeter
1
182305
182305
trial for OHT
1
9595
9595
SITC of UPS 3 kva 1phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply
1
123564
123564.41
SITC WORK OF EQUIPMENTS AT NEW OHT AUTOMATION SYSTEM ZONE-4
-
-
-
CE/UL certifeid Radar Type level transmitter for OHT.
1
115140
115140
Actuator with metal sheeted sluice valve in OHT outlet line
1
206292
206292.5
CE/UL certifeid Electromagnetic Flowmeter in OHT outlet line
1
249470
249470
Installation, commissioning & testing trial for OHT
1
9595
9595
SITC of UPS 10 kva 3phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply
1
414820
414820.64
Lighting at Water works campus with solar panel and LED light of 1 set
1
28785
28785
CHLORINE ANALYZER FOR EACH OHT ZONE-1
-
-
-
Supply, Installation, Testing & Commissioning of Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm) b) Analyzer with RS 485 O/P
1
261943
261943.5
CHLORINE ANALYZER FOR EACH OHT ZONE-2
-
-
-
Supply, Installation, Testing & Commissioning of Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm) b) Analyzer with RS 485 O/P
1
261943
261943.5
CHLORINE ANALYZER FOR EACH OHT ZONE-3
-
-
-
Supply, Installation, Testing & Commissioning of Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm) b) Analyzer with RS 485 O/P
1
261943
261943.5
CHLORINE ANALYZER FOR EACH OHT ZONE-4
-
-
-
Supply, Installation, Testing & Commissioning of Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm) b) Analyzer with RS 485 O/P
1
261943
261943.5
3Month Trial & Run Zone-1 two tubewell with hypo chloride.
6
126833
21139
3Month Trial & Run Zone-2 two tubewell with hypo chloride.
6
142369
23728.28
3Month Trial & Run Zone-3in with hypo chloride.
6
125107
20851.3
3Month Trial & Run Zone-4 two tubewell with hypo chloride.
6
125107
20851.3
3 Month Trial & Run of LCS
3
25687
8562.46
REPLACEMENT OF E&M EQUIPMENTS AND LIGHTING AT WATER WORKS ZONE-1
-
-
-
Replacement of Soft starter for existing pumping plant
2
170000
85000
SITC of automatic servo voltage Stabilizer-Input Voltage 230V±450V to Output Voltage 415V± 1% as per IS 9815-1994
2
400000
200000
Lightin at Water works campus with solar panel and LED light of 3 set(2 for 2nos Tubewells and 1 for OHT)
2
180000
90000
SITC OF EQUIPMENTS FOR SCADA /AUTOMATION WORK OF EXISTING PUMPING PLANT zone -3
-
-
-
CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid.
1
275000
275000
GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid
1
30000
30000
CE/UL certifeid Intelligent Smart Energy Meter
1
25000
25000
Motor operated acuators with new metal sheeted sluice valve
2
250000
125000
CE/UL Certifeid Electromagnetic Flow Meter suitable size
1
150000
150000
auto Phase reversal unit of 125 amp rating with inbuilt delay and enclosure control panel etc.
1
50000
50000
CE/UL certifeid Surge Protecter for control panel.
1
15000
15000
CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters
1
30000
30000
Complete cabling including power cables of all equipment.
1
60000
60000
control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor.
1
120000
120000
Installation, commissioning & testing trial for tubewell
1
10000
10000
SITC WORK OF SCADA /AUTOMATION WORK AT NEW PUMPING PLANT zone-2
-
-
-
CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid.
2
550000
275000
GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid
2
60000
30000
CE/UL certifeid Intelligent Smart Energy Meter
2
50000
25000
CE/UL Certifeid Electromagnetic Flow Meter 150 mm size
2
300000
150000
auto Phase reversal unit of 250 amp rating with inbuilt delay and enclosure control panel etc.
2
270000
135000
CE/UL certifeid Surge Protecter for control panel.
2
30000
15000
CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters
2
60000
30000
Complete cabling including power cables of all equipment.
2
120000
60000
control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor.
2
240000
120000
Installation, commissioning & testing trial for tubewell
2
20000
10000
SITC OF SCADA /AUTOMATION WORK OF NEW PUMPING PLANT zone-3
-
-
-
CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid.
1
275000
275000
GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid
1
30000
30000
Lightin at Water works campus with solar panel and LED light of 2 set(1 for 1nos Tubewells and 1 for OHT) ZONE-3
1
91000
91000
CE/UL Certifeid Electromagnetic Flow Meter 100 mm size
1
134620
134620
auto Phase reversal unit of 125 amp rating with inbuilt delay and enclosure control panel etc.
1
50000
50000
CE/UL certifeid Surge Protecter for control panel.
1
15000
15000
CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters
1
30000
30000
Complete cabling including power cables of all equipment.
1
60000
60000
control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor.
1
120000
120000
Installation, commissioning & testing trial for tubewell
1
10000
10000
SITC OF SCADA /AUTOMATION WORK OF NEW PUMPING PLANT zone-4
-
-
-
CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid.
2
550000
275000
GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid
2
60000
30000
CE/UL certifeid Intelligent Smart Energy Meter ZONE 4
2
50000
25000
CE/UL Certifeid Electromagnetic Flow Meter 100 mm size
2
269240
134620
auto Phase reversal unit of 125 amp rating with inbuilt delay and enclosure control panel etc.
2
100000
50000
CE/UL certifeid Surge Protecter for control panel.
2
30000
15000
CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters
2
60000
30000
Complete cabling including power cables of all equipment.
2
120000
60000
control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor.
2
240000
120000
Installation, commissioning & testing trial for tubewell
2
20000
10000
SITC OF SCADA /AUTOMATION WORK OF EXISTING PUMPING PLANT ZONE-1
-
-
-
CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid.
2
466101
233050.85
GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid
2
50847
25423.73
CE/UL certifeid Intelligent Smart Energy Meter
2
42372
21186.44
Motor operated acuators with new metal sheeted sluice valve
4
423728
105932.2
CE/UL Certifeid Electromagnetic Flow Meter suitable size
2
254237
127118.64
auto Phase reversal unit of 125 amp rating with inbuilt delay and enclosure control panel etc.
2
84745
42372.88
CE/UL certifeid Surge Protecter for control panel.
2
25423
12711.86
CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters
2
50847
25423.73
Complete cabling including power cables of all equipment.
2
101694
50847.46
control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor.
2
203389
101694.92
Installation, commissioning & testing trial for tubewell
2
16949
8474.58
REPLACEMENT OF E&M EQUIPMENTS AND LIGHTING AT WATER WORKS zone-3
-
-
-
Replacement of Soft starter for existing pumping plant
1
71186
71186.44
SITC of automatic servo voltage StabilizerInput Voltage 230V±450V to Output Voltage 415V± 1% As per IS 9815-1994
1
149152
149152.54
CE/UL certifeid Intelligent Smart Energy Meter ZONE 3
1
21186
21186.44
Evaluation Notes How It Works ?
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