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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.8 CrAdmitted-Finance 825 GANDHI CHOWK RANIKHET ALMORA | ₹46.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹62.6 CrAdmitted-Finance 114B E SYKES EXTENSION KOLHAPUR MAHARASTRA | KOLHAPUR | MAHARASHTRA | 416001 | ₹62.6 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical C 62 SHATABDI NAGAR ALIGARH 202001 UTTAR PRADESH | ALIGARH | ALIGARH | UTTAR PRADESH | 202001 | - | - | Rejected-Technical See Attachment |
| 4 | Rejected-Technical | - | - | Rejected-Technical See Attachment |
| 5 | Rejected-Technical | - | - | Rejected-Technical See Attachment |
| Sl No | Description | Qty | Unit | M/s Kashmirilal Constructions Pvt. Ltd. L1 | Laxmi Civil Engineering Services Pvt Ltd L2 |
|---|---|---|---|---|---|
| 1.00Rates for Review of Design, Build, Operate and Management for 5 years of Jeevangarh Peri-Urban Water Supply Scheme of District Dehradun | |||||
| 1.01Dismantling of Road | |||||
| 1.02For Crossing of Pipes on Road | |||||
| 1.03 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1.0 kilometre, as per direction of Engineer-in-charge. for rising mains and distribution system as per CPWD specification. | 408.48 | Cum | 79,245.12 ₹79,245.12 | 1,50,729.12 ₹1.5 L |
| 1.04 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Cement Concrete, for rising mains and distribution system as per CPWD specification. | 223.34 | Cum | 1,30,653.9 ₹1.3 L | 1,85,595.54 ₹1.9 L |
| 1.05For providing domestic Water connections | |||||
| 1.06 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1.0 kilometre, as per direction of Engineer-in-charge.for rising mains and distribution system as per CPWD specification. | 1,075.5 | Cum | 2,08,647 ₹2.1 L | 3,96,859.5 ₹4.0 L |
| 1.07 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Cement Concrete, for rising mains and distribution system as per CPWD specification. | 824 | Cum | 4,82,040 ₹4.8 L | 6,84,744 ₹6.8 L |
| 1.08Restoration of Road | |||||
| 1.09 | For Crossing of pipes on Road
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per CPWD Specications.
and directions of Engineer- incharge. | 103.08 | Cum | 6,77,132.52 ₹6.8 L | 10,66,465.68 ₹10.7 L |
Tender Value
₹50.8 Cr
EMD Value
₹76 L
Closing Date
1 Dec 2020, 5:00 pmClosed
Executive Engineer
General Manager, TRM, Uttarakhand Jal Sansthan, Jal Bhawan, B Block Nehru Colony, Dehradun
Construction of Jeevangarh Peri Urban Water Supply Scheme of District Dehradun
2020_UKJS_26794_1
168/E-TenderNotice/Peri Urban/20-21 dt 14.10.20
Open Tender
Civil Works - Water Works
2430 days
Dehradun
As per TD
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Maintenance Division, UJS
₹76 L
Yes
Dehradun
1 Mar 2021
15 Oct 2020
3 Dec 2020
15 Oct 2020
1 Dec 2020
16 Nov 2020
29 Oct 2020
Rates for Review of Design, Build, Operate and Management for 5 years of Jeevangarh Peri-Urban Water Supply Scheme of District Dehradun
Dismantling of Road
For Crossing of Pipes on Road
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1.0 kilometre, as per direction of Engineer-in-charge. for rising mains and distribution system as per CPWD specification.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Cement Concrete, for rising mains and distribution system as per CPWD specification.
For providing domestic Water connections
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1.0 kilometre, as per direction of Engineer-in-charge.for rising mains and distribution system as per CPWD specification.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Cement Concrete, for rising mains and distribution system as per CPWD specification.
Restoration of Road
For Crossing of pipes on Road Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per CPWD Specications. and directions of Engineer- incharge.
EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH
Excavation in Pipe Line Trenches Excavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth (75% of Total Quantity)
Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,waterring and ramming of Excavated earth in the trenches.(25% of Total Quantity)
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved as per CPWD specification.
PROVIDING AND LAYING OF PIPES
HDPE pipe for water supply conforiming to IS:4984-1995 and IS 7634 :2012 with latest amendments Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lengths of HDPE pipes, completion of work with testing of pipe line including supply of Jointing materials & specials.PE-100, Normal Pressure(PN)-10 in 10 kg/cm2. HDPE Pipe PE-100, Normal Pressure(PN)-10 in 10 kg/cm2 1) 63 mm dia pipe
2) 75 mm dia pipe
3) 90 mm dia pipe
4) 110 mm dia pipe
D.I. pipe conforiming to IS:8329/2000 with latest amendments Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets & specials conforming to IS:5382-1985 with latest amendments with testing of pipe line complete. D.I. Pipe S&S K-7 1) 150 mm dia pipe
1) 200 mm dia pipe
2) 250 mm dia pipe
3) 300 mm dia pipe
4) 350 mm dia pipe
D.I. pipe conforiming to IS:8329/2000 with latest amendments Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets & specials conforming to IS:5382-1985 with latest amendments with testing of pipe line complete. D.I. Pipe S&S K-9 1) 100 mm dia pipe
2) 125 mm dia
3) 150 mm dia
Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 with latest amendments : up tp 600 mm dia.
Valves & Valve Chambers
Supplying of followng sizes of DI D/F Sluice Valves Confirming to BS 5163 with latest amendments Pressure PN 1.0 as per technical specification attach. D.I. Sluice/ Gate Valve (Pressure PN 1.0 ) 1) 65 mm dia
2) 80 mm dia
3) 100 mm dia
4) 125 mm dia
5) 150 mm dia
6) 200 mm dia
7) 250 mm dia
8) 300 mm dia
Installation testing and commissioning of D.I. Sluice/ Gate Valve as per Engineering norms at destination site. D.I. Sluice/ Gate Valve 1) 65 mm dia
2) 80 mm dia
3) 100 mm dia
4) 125 mm dia
5) 150 mm dia
6) 200 mm dia
7) 250 mm dia
8) 300 mm dia
Supplying of Non Return Valves as per technical specification attach. D.I. Non Return Valve (Pressure PN 1.0 ) 1) 100 mm dia
2) 125 mm dia
3) 150 mm dia
Installation, testing and commissioning of Non Return Valves as per Engineering norms at destination site. D.I. Non Return Valve (Pressure PN 1.0 ) 1) 100 mm dia
2) 125 mm dia
3) 150 mm dia
Supply of Scour Valve (PN-1.0) Confirming to BS 5163 with latest amendmentsPressure PN 1.0 . D.I. Scour Valve (PN-1.00) 1) 65 mm dia
2) 80 mm dia
3) 100 mm dia
4) 125 mm dia
5) 150 mm dia
Installation testing and commissioning of Scour Valve as per Engineering norms at destination site. D.I. Scour Valve (PN-1.00) 1) 65 mm dia
2) 80 mm dia
3) 100 mm dia
4) 125 mm dia
5) 150 mm dia
2) 80 mm Diameter
Installation testing and commissioning of Air Valve double acting as per Engineering norms at destination site. D.I. Air Valve double acting along with Isolating valve 1) 50 mm Diameter
2) 80 mm Diameter
Fire Hydrant Valve IS 5290 (Flanged)
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. for different types of valves as per attached Drawing..
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. for inline pressure Transmitter as per attached Drawing.
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. for different types of valves as per attached Drawing.
Water Connections
Supply, fitting and fixing brass ferrule including connection with the New Pipe Line of size upto 450 mm dia with screw, jamnut, sockets etc., complete in all respect, including cutting of trenches in all sorts of soil and filling up the trenches as per direction of the Engineer-in-charge. Specifications and quantity required also attached with the tender document (Annexure no -1). 1) 15 mm
Supply of dry dial, infererential type multijet magnetically coupled class - B temper proof Domestic water meters plastic cap pre -equipped for remote reading complete with tubular strainer , brass nuts and nipples as per IS : 779 :1994 and ISO: 4064 standard with latest amendments with EEC/MID certification mark shall be with protection class of IP68 for wire less AMR meter of size 15 mm with battery life expectancy of minimum 7 years as per technical specification attach with the tender document. 1) DN 15mm
Installation of above dry dial, infererential type multijet magnetically coupled class - B temper proof Domestic water meters as per technical specification attach with the tender document.(Annexure no -2). 1) DN 15mm as per technical specification
2) DN 20mm as per technical specification
Supply, Installation,Testing & Commisioning of Full Bore Electromagnetic Flow Meter for lines of following sizes comprising of flow tube sensor with transmeter cum dispaly unit & facility to provide data communication signle over Modbus 485 Port Pulse output & 4-20 mA signle output with flendges ,Clamps Etc.as per technical specification attach with the tender document. At Outlet of OHT 1) 200 mm
At Tube well 1) 100 mm dia pipe
2) 125 mm dia pipe
3) 150 mm dia pipe
Supply,Installation,Testing & Commisioning of IP68 Battery Operated Ultra Sonic/ Turbine Type Electro Magnetic Flow Meter with Battery Life Expentanvy of 07 Years with Inbuilt GSM/GPRS 4G Modem with all neccesary hardware & Software complete to transmite flow rate & totalised data to SCADA software at LCS/MCS of following sizes with flendges,clamps Etc as per technical specification attach with the tender document. At Distribution For DMA 1) 150 mm dia
2) 200 mm dia
3) 250 mm dia
4) 300 mm dia
Shifting of 15mm size Domestic Water Connection to New Water Supply System from Existing Water Supply System complete with Required all labour, material TNP etc complete.(Quantity and Specifications of material required for shifting of 01 water connection is as per Annexure No 2 attached in Tender Document) and as per direction of the Engineer-in-charge. .(Annexure no -2).
Restoring of Existing 15mm size Domestic Water Connection which may get Damaged During Excavation of Trenches for New PipeLine with Required all labour, material TNP etc complete as per direction of Engineer in-charge, (Annexure no -3).
Over Head Tank
Supply of all materials, Labour, T&P Etc. & Construction of RCC OHT of following capacities (in KL) & 12 M Staging with 1.00 M Wide Staircase form GL to Balcony & from balcony to top dome 1.00 M X 1.00 M RCC, Landing at suiatable locations & railed with 3 Rows of 20 MM dia GI (M) pipe on 65 X 65 x5 MM angle iron pose fixed wiht ladder, from top to the floor inside of tank, MS MH cover with locking arrangement, lightining conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60m wide apron, painting on tank body vertical pipes, ladder, M.s. M.h. cover, ventillator column etc, complete with approved water proofing (apex)/ enamel paint, testing, filling water for testing purpose etc, including supply of vertical pipes and specials, assuming bearing capacity as 08 MT/M² including cost of all metrials, labour, shuttering, scaffolding T&P complete. 1) 350 KL (21 m Staging Height, Zone-2)
Variation in above Rates Per Liter in case of variation in Soil Bearing Capacity per MT/Sqm in Positive Side. (Note- This Rate will not be considered in evaluation of Bid)
Variation in above Rates Per Liter in case of variation in Soil Bearing Capacity per MT/Sqm inNegative Side. (Note- This Rate will not be considered in evaluation of Bid)
Variation (Increase/Decrease) in above Rates Per Meter Per Liter in case of variation in staging of OHT. (Note- This Rate will not be considered in evaluation of Bid)
2) 700 KL (18 m Staging Height, Zone-3)
Variation in above Rates Per Liter in case of variation in Soil Bearing Capacity per MT/Sqm in Positive Side. (Note- This Rate will not be considered in evaluation of Bid)
Variation in above Rates Per Liter in case of variation in Soil Bearing Capacity per MT/Sqm inNegative Side. (Note- This Rate will not be considered in evaluation of Bid)
Variation (Increase/Decrease) in above Rates Per Meter Per Liter in case of variation in staging of OHT. (Note- This Rate will not be considered in evaluation of Bid)
3) 400 KL (16 m Staging Height, Zone-4)
Variation in above Rates Per Liter in case of variation in Soil Bearing Capacity per MT/Sqm in Positive Side. (Note- This Rate will not be considered in evaluation of Bid)
Variation in above Rates Per Liter in case of variation in Soil Bearing Capacity per MT/Sqm inNegative Side. (Note- This Rate will not be considered in evaluation of Bid)
Variation (Increase/Decrease) in above Rates Per Meter Per Liter in case of variation in staging of OHT. (Note- This Rate will not be considered in evaluation of Bid)
4) 250 KL (12 m Staging Height, Zone-6)
Variation in above Rates Per Liter in case of variation in Soil Bearing Capacity per MT/Sqm in Positive Side. (Note- This Rate will not be considered in evaluation of Bid)
Variation in above Rates Per Liter in case of variation in Soil Bearing Capacity per MT/Sqm inNegative Side. (Note- This Rate will not be considered in evaluation of Bid)
Variation (Increase/Decrease) in above Rates Per Meter Per Liter in case of variation in staging of OHT. (Note- This Rate will not be considered in evaluation of Bid)
5) 250 KL (20 m Staging Height, Zone-7)
Variation in above Rates Per Liter in case of variation in Soil Bearing Capacity per MT/Sqm in Positive Side. (Note- This Rate will not be considered in evaluation of Bid)
Variation in above Rates Per Liter in case of variation in Soil Bearing Capacity per MT/Sqm inNegative Side. (Note- This Rate will not be considered in evaluation of Bid)
Variation (Increase/Decrease) in above Rates Per Meter Per Liter in case of variation in staging of OHT. (Note- This Rate will not be considered in evaluation of Bid)
6) 450 KL (12 m Staging Height, Zone-8)
Variation in above Rates Per Liter in case of variation in Soil Bearing Capacity per MT/Sqm in Positive Side. (Note- This Rate will not be considered in evaluation of Bid)
Variation in above Rates Per Liter in case of variation in Soil Bearing Capacity per MT/Sqm inNegative Side. (Note- This Rate will not be considered in evaluation of Bid)
Variation (Increase/Decrease) in above Rates Per Meter Per Liter in case of variation in staging of OHT. (Note- This Rate will not be considered in evaluation of Bid)
7) 450 KL (21 m Staging Height, Zone-9)
Variation in above Rates Per Liter in case of variation in Soil Bearing Capacity per MT/Sqm in Positive Side. (Note- This Rate will not be considered in evaluation of Bid)
Variation in above Rates Per Liter in case of variation in Soil Bearing Capacity per MT/Sqm inNegative Side. (Note- This Rate will not be considered in evaluation of Bid)
Variation (Increase/Decrease) in above Rates Per Meter Per Liter in case of variation in staging of OHT. (Note- This Rate will not be considered in evaluation of Bid)
Demolishing of Existing RCC Over Head Tank
Danda Jungle Tank (70kl), Zone-4 -01 Nos. Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. For the following items:- Tank - 1 (16.49 Cum) Tank top slab - 1 (5.94 Cum) Tank bottom slab -1 (11.04 Cum) Circular Beam -1 (2.47 Cum) Columns -4 (6.03 Cum) Beams -8 (3.60 Cum) Stair Case -3 (6.00 Cum)
Gokulwala Tank (35kl), Zone-9 -01 Nos. Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. For the following items:- Tank - 1 (12.09 Cum) Tank top slab - 1 (3.30 Cum) Tank bottom slab -1 (7.30 Cum) Circular Beam -1 (1.81 Cum) Columns -5 (12.56 Cum) Beams 20 (9.00 Cum) Stair Case -7 (14.00 Cum)
Tube Well
Preparing & Lowering of Tube Well Assembly Starting From G.L to the Required Depth as per unit estimate. Including Cutting, Welding etc. as Required at Site With Complete T & P Required for Proper Completion of Work. Drilling of Bore by heavy duty direct rotary rig machine in Alluvial, Boulders, Pebbles, Rocky Stone, Sticky Clay etc. From Ground Level Upto Entire Depth for 300 mm dia linear assembly complete with minimun 30 M Slotted Pipe/ Filter Screen. - 08 Nos. ( TWP-1, Jamankhata, Zone-1 (Depth- 170 M- 01 Nos.) , TWP-2, Primary school, Zone-2 (Depth- 180 M- 01 Nos.) , TWP-3, Mehuwala, Zone-4 (Depth- 150 M- 01 Nos.) ,TWP-4, Goshala, Zone-5 (Depth- 150 M-01 Nos.) ,TWP-5, Ambari, Zone-6 (Depth- 150 M- 01 Nos.) ,TWP-6, Badamawala, Zone-7 (Depth- 150 M- 01 Nos.) ,TWP-7, New Tubewell, Zone-8 (Depth- 150 M-01 Nos.) & TWP-8, Gokulwala, Zone-9 (Depth- 180 M-01 Nos.) (Total Quantity for Drilling of 08 Nos. Tubewells are as per below) Transportation of Rig Machine, Air compressor O.P. unit camp equipgages, connected T&P & necessary material erequired for drilling up to site of work, including loading, unloading etc. complete.
Erection and leveling of Rig machine and barricading at sire of work
Dismantling of Rig Machine & clearance of site after satisfactory completion of work
Drilling of Borehole from GL to 100 mtr. BGL
Preparing and lowering of Tubewell assembly starting from G.L. to the required depth including cutting, welding as required at site complete with all T&P required. 1) Supply & lowering of 300mm dia MS ERW fincut 7.9mm thick plain pipe
2) Supply & lowering of 300mm dia MS ERW fincut 7.9mm thick slotted pipe
3) Supply & fixing of 300mm dia, 8mm thick tubewell cap.
4) Supply & fixing of 300mm dia M.S.D. housing clamp and Grider set.
5) Supply & fixing of 300 mm dia Bail plug.
6) Supply and Shrouding of Pea gravel in between bore & tubewell assembly to the entire depth of Tubewell
Development of tubewell by 350 PSI/1100 CFM Air compressor
Development of tubewell by the suitable capacity O.P. unit including supply & installation of pumping plant.
Geohydrological survey of site
Chemical & bacteriological testing of water sample
Construction of Pump House size 3.60M x 3.00 M including cost of Labour, Material and Fittings all Complete as per attached Drawing and Specifications with the Tender Document. ( Quantity Required for Construction of 01 no. Pump House is as per Annexure No.4)
Supply of all Materials, Labours, T&P etc. and Repairing of existing Pump Houses (06 nos) including cost of all Labour, Material, TNP & Fittings all complete ( Total Quantity for Repairing of 06 nos. existing Pump Houses is as per below) 1) Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
2) 12 mm thick P.C Plaster1:6 cement and local sand mortar including supply of all labour material, T&P etc. all complete.
3) Mild steel or iron work in heavy sections & sizes as door frames window to required shape including supply of steel sections, hinges, nuts & their fixing required for proper completion of work.
4) 40 mm thick PC 1:2:4 with cement,coarse sand and 20 mm gauge stine ballast in flooring laid in panels finished with 12 mm floating coat of neat cement for proper completion of work.
5) Providing and fixing panelled or paneeled glazed shuters for door window 35 mm thick shutters.
6) Providing and fixing panelled or paneeled glazed shuters for window 35 mm thick shutters.
7) Painting or warnishing new iron work or wood with one coat of primer & two coats of approved quality paint or varnish including supply of all materials, labour, T&P etc required for proper completion of work.
8) White washing 3 coats including supply of all materials, labour, T&P etc. required for proper completion of work.
9) Distempering with oil bound washable distamper of approved brand 2 coats with primer.
10) Supply and fixing of Himachal stone tille in outer side of wall upto door level of pump house.
11) Supply and laying kota stone tile in floor.
12) Supply and fixing of white ciremic tile in inner side of wall upto door level of pump house.
Provide all Materials, Labour, T & P etc and Construct Boundary Wall 2.00 m Height & Iron Grill Over it, all Round the Tube Well & Pump house. as per Drawing attached with the tender document. Specifications of the building is attached with the tender document.(Annexure no -5).
Provision of Approach road for Tubewell & Over Head Tank in Each Zone - Total 180 Meter (Total Quantity for construction of 180 Meter Aproach Road is as per below. Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Providing & Laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.)
Providing & Laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size.)
Supply & Stacking of 90 mm to 45 mm stone aggergate at site for sub base of apporach road.
Laying,Spreading & Compacting Stone agrregate of specified sizes to WBM specification in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
Provide all Materials, Labour, T & P etc and construct 3.60 M wide MS Entrance Gate with wicket gate (1 m wide), Gate Pillars for controlling approach to the areaas per Drawing attached with the tender document.Specifications is attached with the tender document (Annexure no -6).
Pump and Related Electrical Items.
Supply Installation testing and commissioning three phase digital rolling contacts servo voltage stabilizers suitable for unbalanced voltage and unbalance load including fixing of proper size copper lugs on input and out put cables on both ends at different sites on turnkey basis including five year cost free maintenance. Input voltage 280V-460V (phase to phase) as per Specifications attached with the tender document. Input voltage 280-460 volts(Phase to Phase) 1) Capacity 25 KVA
2) Capacity 40 KVA
3) Capacity 50 KVA
4) Capacity 80 KVA
Supply of energy efficient Submersible Pumpsets of various duty parameters as per IS:8034-2002 and IS:9283-1995.with latest amendments. 1) Pump of 750 LPM dischage at 100.5 m head with Suitable electric motor (Jamankhata, Zone-1)
2) Pump of 300 LPM dischage at 117.0 m head with Suitable electric motor (Bahadurgarh, Zone-2)
3) Pump of 600 LPM dischage at 104.0 m head with Suitable electric motor (Primary School, Zone-2)
4) Pump of 1000 LPM dischage at 96.0 m head with Suitable electric motor (Bhojawala, Zone-3)
5) Pump of 850 LPM dischage at 98.5 m head with Suitable electric motor (Prithvipur, Zone-3)
6) Pump of 300 LPM dischage at 95.0 m head with Suitable electric motor (Danda Jungle, Zone-4)
7) Pump of 650 LPM dischage at 98.0 m head with Suitable electric motor (Mehuwala, Zone-4)
8) Pump of 1000 LPM dischage at 77.0 m head with Suitable electric motor (Goshala, Zone-5)
9) Pump of 300 LPM dischage at 97.5 m head with Suitable electric motor (Jeevangarh, Zone-5)
10) Pump of 650 LPM dischage at 75.0 m head with Suitable electric motor (Ambari, Zone-6)
11) Pump of 650 LPM dischage at 83.0 m head with Suitable electric motor (Badamawala, Zone-7)
12) Pump of 900 LPM dischage at 75.0 m head with Suitable electric motor (Line jeevangarh New, Zone-8)
13) Pump of 300 LPM dischage at 100.5 m head with Suitable electric motor (Line Jeevangarh, Zone-8)
14) Pump of 1100 LPM dischage at 104.0 m head with Suitable electric motor (Gokulwala, Zone-9)
Supply & installation of dry auto transformer type start ATS type starter cum pannel for submersible motors including capacitors for operations on 400 V +/- 10 % 3 Phase 50 C/S AC supply complete with CU bus bar, internal interconncetion & Comprising of auto transformer starter, electronic over load , single phasing, reverse phasing protection relayes & under & over voltage protection with metering & Protection Class CT , Time Delayed Capacitior duty contactor operated LT Power Capacitor, Single Phase Preventor, Indicating Lamp,Door Switch with complete internal connection by copper wire & Should be suitable to intigrate multi function power meter for following duties of pump motors. 1) 05-15 HP
Pumping plant accessories for tubewells including earthing material,piping and Valves,gauge,required tools for maintaince,rubber resistence sheet,testing of pumping plant at site and painting entire installation etc. as mentioned below- 14 Sets.(Total Quantity of 14 Sets of Pumping Plant & Accesories is as per below.) Supply, testing, tagging, terminating and jointing of 3 core flat cable with bare bunched copper conductor insulated with PVC and sheathed with PVC for submersible pump motors with Voltage grade upto 1100 V generally confirming to IS 694-2010 with latest amendments of the following size. 35 Sqmm 3 Core
SITC of Main Incomer panel comprising of TPN MCCB of rating suitable of following rating with Three phase volt meter, Amp. Meter, CT, Mains indicating lamps etc. 250 Amp
Auto Phase correction unit for following ratings 110 Amp
Supply, testing, tagging, terminating and jointing of XLPE insulated PVC sheathed cable of 1.1 KV grade with Aluminium conductors armoured as per IS 7098-I including terminations at both ends, testing, commissioning at site as per spcifications, complete in all respects 70 Sqmm
Earthing of complete electrical equipment (GI Earth strip, GI earth plate etc. including digging of pit & Complete earthing in all respect as per IE rule, IS: 3043, including supplying and laying 25x5mm GI Strip 0.5 meter below ground with standard accessories.
415 V, A' class, non-skid, high voltage insulation synthetic mat mate from electrometric polymer material, 1000mm wide, 2.0 mm thick, Dielectric strength 3300V for 1 minute, fire retardant, no adverse effect of transformer oil , diesel, acis, alkali, High Tensile and Elongation properties, good mechanical strength to withstand load and movement of breaker trolley, as per IS 15652 with latest amendments.
Shock treatment chart, duly laminated in Hindi (Local)- 1NO. And English language- 1N0.
First Aid Box with all essential medicines including wall mounted bracket
415 V, Aluminium, anodised Danger caution plate in Hindi (local) and English languages with the sign of skull and bones in signal red colour on front side, as per IS 2551 with latest amendments.
CO2 type, portable Fire extinguishers, of size 5 Kg each, manufactured from CRCA sheets in all welded construction, body coated with glossy corrosion resistant epoxy powder coating, with inbuilt water proof pressure guage, with wall bracket, as per IS 15683-2018 with latest amendments.
Supply of jointing materials such as lugs, Tapes etc.
Supply of main Piping and Valves etc. compriging of following items in one Set. 150 mm dia m.s. column Pipe assembly having thickness 7.1 mm both ends flanged complete 150 meter length ( 03 metr length x 50 nos.) M.S.D.F. Bend 90 Degree -02 Nos. 150 mm dia CI D/F Sluice Valve P.N.1.0 -02 nos. 150 mm dia CI D/F Reflex Valve -01 no. M.S.D/F Distance Piece 2.00 m length -01 no. M.S. D/F Tee -01 no. M.S. Distance Piece 3.00 m long -02 nos. Ventury -01 no. M.S. DI Clamp Heavy Duty -01 Set M.S. T/W Cap 150mmx300 mm -01 no. Nut-bolts,Rubber/Fiber Packing for Joining above Pipes & Specials -01 Set
Supply of following Tools required for maintenance of Pumping plants compriging of following items in one Set. DE Spanner Set -01 Set Ring Spanner Set -01 Set Screw Drivers -02 nos. Pliers -01 no. Hammer -01 no. Pipe Wrench 14 inch -01 no. Screw Wrench -01 no. Tong Tester -01 no. Chain Wrench 100 mm -02 nos.
Installation & Commisioning of Pumping Plants with accessories in side the Pump House but without Civil Works Such as laying of foundation,Cable Trench etc.
Testing of Pumping Plants at Site
Painting of entire installation with 02 coats of Super Enamal Paint as per direction of Engineer Incharge
Electrification of the Pump House - 14 Nos (Total Quantity for Electrification of 14 Nos.Pump Houses is as per below). Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 1) 2x2.5 sq. mm + 1x2.5 sq. mm earth wire
2x4 sq. mm + 1x4 sq. mm earth wire
Supply and fixing of Piano type 5 amp switch on the existing switch board.
Supply and fixing of 3 pin 5/6 amp socket outlet on the existing switch board.
Supplying and fixing metal box of 180 mm X 100 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 A & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required.
Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 8 way double door
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single Pole
Supply and Fixing of Double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required. (40A)
Supply and Fixing of bulk head light Bajaj/Philips/equivalent make
Supply and Fixing of 40 W tube light complete in all respect (Bajaj/Philips/equivalent make)
Supply anf Fixing of 14 watt CFL on above fitted Holder (Bajaj/Philips/equivalent )
Supply anf Fixing of 23 watt LED external lighting luminaires with mounting bracket etc. complete.
Supply,Testing and Commisioning of silent DG set comprising of 4 cylinder, inline, 4 stroke cycle, WATER COOLED, developing at 1500.00 RPM coupled approved 3 phase 415V, 50 Hz alternator mounted on a common Base frame along with other accessories i.e., Fuel tank, Battery with leads, acoustic enclosure and Two Wheel Trolley 1) 40.0 KVA
Cost of LT XLPE cable of following size from DG set to Incommer Control Pannels 95 Sqmm 3.5 Core Aluminium Havells Make
150 Sqmm 3.5 Core Aluminium Havells Make
Supply of chain pulley block ISI of 3.0 tonnne capacity 4.5 mtrs. lift complete with travelling trolley.
SCADA
Automation of pumping plant GSM based including software, hardware, i-RTU/PLC, depth censor, pressure sensor, cabels & hard wires with complete accessories GSM/GPRS communicable Remote terminal unit (PLC based)with required Analog and Digital Input/ Output Signal channels and feature as specified to control Operation of 02 no. TW Pump motor, up to 4 nos. Valve Actuators, Chemical dosing pump, Receive & transmit to store and send data signals from OHT level sensor, Line pressure transmitter, Flow meter, Water quality analysers etc.
GSM/GPRS based Modem wireless communication hardware for PLC/RTU capable to transfer data from Remote site to SCADA software with all accessories
Multi functional Power Energy meter suitable for automation with Rs 485 Modbus communication port
Supply, installation & commissioning of Pressure Transmitters, making proper socket in pipe & two-way gauge cock in SS 316 for isolation & installation of pressure transmitter including cabling and conduiting wiring etc. Complete. As per technical specifications
Supply, installation, testing & commissioning of Hydrostatic Pressure transmitter to measure static water level in tube wells with Vented / Non-Vented Pressure Sensor, with Barometric Pressure Correction for Individual Sensors with sensor cable along with junction box and 10-meter signal cable and necessary accessories, complete as per the technical specifications for following sensor cable lengths.
Supply, laying and installation of Analog shielded signal cable with flexible GI conduit where required for integration of various instruments with PLC/RTU & GPRS modem as per technical specifications 10 core * 1.5 sq.mm.
Pvc pipe 32 mm dia
Isolation Transformer (440 v step down to 220 for protection of site Automation) of 2 KVA
Supply & Installation of 1KVA UPS System for power backup to GPRS/GSM Modem and istruments installed at Tubewell including a metallic enclosure and Cabling tor interconnection with instruments as per specification to provide backup for 4 hours
Customisation & Integration of TW stations in SCADA software & programming of RTU for following items 1) RTU
2) Pressure Transmitter
3) Level Transmitter
4) Hydrostatic Level Transmitter
5) Residual Chlorine Analyser
Supply, Installation, Testing & Commissioning of Work station PC system (LCS) with 27' monitor for monitoring, Operation & scheduling of Tube wells , A4 printer & necessary electrical cabling, associated software & antivirus protection complete as per technical specifications with internet connection.
AMR Reading system hardware and software Wireless meter reading device with display facility (for walk by and drive by).
Meter Reading Software which should be handle to catre 20000 AMR water meter connections, with one time licence fees for life time in the name of executing body and output (Excel/txt) (CSV Format) for use multiple Computers/Offices in Uttarakhand State.
Automation in distribution system which include Wireless Water Pressure Monitor of range 0-5kg/cm2 environmentally rugged for real-time water pressure monitoring of water supply self/solar powered with battery backup & 3g/4g communication device to transmit signals to SCADA station.
Provision of UPS (uninterruptible Power supply) for back supply in case on normal power shutdown & for continous data tranfer from transducer.
Supply, Installation and comissioning of Level Transmitter Ultrasonic type having range (0-8m) with 24-48 volt DC connection in Over Head Tank
Supply, development & installation of customized Web based Supervisory control & data acquisition software to Send, Receive, Store, Display TW pumping & process data in various formats communicable with PLC / RTU stations over GPRS with cloud cost for a year & suitable to hook 20 nos. TW stations and expandable for future integration of TW stations. The system shall be with cyber security package
Supply, Installation & Commissioning of Online 1 KVA UPS with Battery system forpower back up of Master control station equipment’s including cabling, industrial grade electrical fitting and integration of various equipment’s as per the technical specifications with to provide 4 hrs. back up
GSM/GPRS communicable Remote terminal unit (PLC based)with required Analog and Digital Input/ Output Signal channels and feature as specified to control Operation of 02 no. TW Pump motor, up to 4 nos. Valve Actuators, Chemical dosing pump, Receive & transmit to store and send data signals from OHT level sensor, Line pressure transmitter, Flow meter, Water quality analysers etc. (For Jamankhata OHT)
Supply and installation of 1KVA UPS system for power backup to GPRS/ GSM modem & instruments installed at remote OHT. Including a metallic enclosure & cabling for interconnection with instruments as per specifications to provide backup for 4 hrs. (For Jamankhata OHT)
GSM/GPRS based Modem wireless communication hardware for PLC/RTU capable to transfer data from Remote site to SCADA software with all accessories. (For Jamankhata OHT)
Thurst Block
Thrust Block -37 Nos. (For 100 MM Dia Pipe-29 Nos.,125 MM Dia Pipe-02 Nos. & 150 MM Dia Pipe-06 Nos.) (Total Quantity of 37 Nos. Thrust Blocks is as per below.) Excavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth (75% of Total Quantity)
Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,waterring and ramming of Excavated earth in the trenches.(25% of Total Quantity)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
INJECTING DOSER:
Supply, Installation, Testing and Commissioning of Microprocessor based chemical dosing system suitable for providing automatically variable controlled dose of chemical to maintain required PPM of chemical with required accessories and 200 litres tank, wall mounting suitable for delivery upto 8 liters of chemical solution/sodium Hypo chloride solution per hours under maximum delivery pressure upto 5 kg/cm2 and Suction lift not less than 1.5 meter with accessories (i.e. Valve, Nozzle,200 liters PVC Tank etc complete) Specifications attached with the tender document.
Supply & Installation of Residual chlorine analyser suitable to monitor, display & transmit over 4-20mA/Rs485 communication port Residual chlorine value in water line through sample water Specifications attached with the tender document.
SCADA Control Room
SCADA control room and billing centre (Site office cum control room of regular maintenance and grievance redress centre, two storeyed , ground floor, first floor,mumty),complete in all respect as per Drawing attached with the tender document. Specifications of the building is attached with the tender document.(Annexure no -7).
Construction of Rainwater harvesting with all materials ,labour, T&P etc. Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 300 mm dia Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge.)
Constructing Brick masonary filter Chamber 1 x 1 x 0.75 m. inside plaster in Cement mortar 1:4 ( 1 cement : 4 coarse sand ) including RCC top slab 1:2:4 mix.(1 material, labour, T & P etc. etc. complete in all respects. ( As per Details ) Excavation of earth in foundation soil mixed with single boulder etc. including lift up to 1.5m and lead up to 30m filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and diposal of surplus earth upto a distance of 60 m from the centre of the foundation trenches including labour T&P etc complete.
PCC (in 1:2:4 10 cm thick in the bed)
Brick masonary work in 1:4 (1 cement, 4 core sand) cement motar of chamber upto 0.60 mtr below the ground level
Cement Plaster in 1:4 (1 cement, 4 core sand) inside and outer side
RCC slab in 1:1.5:3 Cement conc.
Steel reinforcement for R.C.C. work
Supplying, filling, spreading & leveling stone boulders of size range5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge.
Supplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge.
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
Construction of Operator/duty room including all materil,labour,T&P etc.as per.Drawing attached with the tender document Specifications of the building with quantity is attached with the tender document plinth area 66.96 sqm.(Annexure no -8).
Barricading Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube osts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m.
Operation and Maintenance of Water Supply Scheme
Operation, Maintenance & Repairing of Existing Water Supply Scheme Comprising of 13 Nos. Tubewells/Mini Tubewells, , 06 Nos. OHTs, 1.23 Km Rising Mains , 124.98 Km distribution Pipe Lines of various Materials and various Diameters, 5000 Water Connections for 18 Months (Construction Period) + 03 Months (Trial Run Period) Total 21 Months including Repairing of Pipe Line Leackages,Removal of Pipe Line Chockages,Water Connections with required all material (Fittings & Specials) ,Labour, Cartage,T&P etc. complete of various Materials and Diameters, Valves Operation, DG Set (03 Nos.) Operation & maintenance, Repairing of damaged Pumping Plants(13 Nos.) including Lowering/Lifting, Repairing of Electrical Instruments/Starters/Pump automation control panels(13 Nos.)/Switch gears/ Protection Instruments, Main Switches, Cutouts, Cables,Change Over Switch etc., Repairing of Various types of Sluice Valves/Non Return Valves etc.Supply, Transportation, Loading/Unloading, Mixing & Injecting of Sodium Hypo Chloride Solutions for Dosing including maintenance of Dosing Pumps(13 Nos.), Maintenance of Servo Voltage Stablizers (13 Nos.) with Spares, SCADA related Electrical Instruments/ Panels/ Computers/ Printer , Meter Reading/ , Distribution of Bills,Collection of Water Samples & O.T. Testing, Distribution of Water through Water Tankers in case of failure of Water Supply,Repairing of Civil Work such as,Pump House/OHT,Valve Chambers/ Boundary Wall etc. Revenue Collection,Customer Grivances addresal Excluding Electricity Charges.
Operation, Maintenance & Repairing of Newly Constructed Water Supply Scheme having 09 Zones Comprising of 14 Nos. Tubewells/Mini Tubewells, , 09 Nos. OHTs, 6.48 Km Rising Mains of DI K-9, 156.23 Km distribution Pipe Lines of HDPE/DI K-7 of various Diameters, 6665 Water Connections for 05 Years including Repairing of Pipe Line Leackages,Removal of Pipe Line Chockages,Water Connections with required all material (Fittings & Specials) ,Labour, Cartage,T&P etc. complete of various Materials and Diameters, Valves Operation, DG Set (10 Nos.) Operation & maintenance, Repairing of damaged Pumping Plants(14+14 Nos.) including Lowering/Lifting, Repairing of Electrical Instruments/Starters(14 Nos.)/Switch gears/ Protection Instruments, Main Switches, Cutouts, Cables,Change Over Switch etc., Repairing of Various types of Sluice Valves(176 Nos.)/Non Return Valves(14 Nos.)/Air Vaves(31 Nos)/Scour Valves(25 Nos.)/Flow Meter(46 Nos.)Fire Hydrants(18 Nos.)/ etc.Supply, Transportation, Loading/Unloading, Mixing & Injecting of Sodium Hypo Chloride Solutions for Dosing including maintenance of Dosing Pumps/Analyser(14+14 Nos.), Maintenance of Servo Voltage Stablizers (14 Nos.) with Spares, SCADA related Electrical Instruments/ Panels/Computers/Printer Pressure Transmitters(09 Nos.), Meter Reading/ maintenanance of Water Meters,OHT Water Lever Indicater/Ground Water Level Indicater, Distribution of Bills,Collection of Water Samples & O.T. Testing,Distribution of Water through Water Tankers in case of failure of Water Supply,Repairing of Civil Work such as Scada Control Room(01 No.)/Staff Quater(01 No.),Pump House/OHT,Valve Chambers(222 Nos.)/ Boundary Wall(500 Meter),Entrance Gate(05 Nos.)Thrust Block(37 Nos.) etc. Revenue Collection,Customer Grivances addresal Excluding Electricity Charges. 1) During First Year
2) During Second Year
3) During Third Year
4) During Fourth Year
5) During Fifth Year
Laxmi Civil Engineering Services Pvt Ltd
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