STP and allied works at Hathras

Amount

Design, development, supply of equipment, erection of equipment, civil, electro mechanical and instrumentation works, including testing, commissioning of 24 MLD STP in NPP Hathras, District Hathras on open technology with disinfection & tertiary treatment, provision for handling Co- treatment of septage/feacal sludge (10 KLD) and allied works. The scope of work also includes providing all material, labour T&P etc. and construction of electrical sub station, D.G. Sets, substation building, meter room, panel rooms with DG sets, transformers and switch gears, Construction of transformer yard, Platform for D.G., shed over the generators, fully furnished administrative building having fully functional testing laboratory, PLC/SCADA Rooms, Power Generation building, Blower building, sludge handling system & other building required for technology proposed. OCEMS system at inlet & outlet of STP and master control station (MCS) at STP. Conference room suitable for 15 people, 4 rooms with a attached toilet for supervisory staff and a toilet block, drinking water cooler, all office rooms and conference room (Air Conditioned). The scope also including ancillary works like boundary wall of campus with gate, staff quarter type II (06 Nos), office cum resident building for jal nigam officers type IV (1 No.), internal C.C. roads 3.75 m wide and 2.0 m wide C.C. path ways, water supply arrangement, fire fighting arrangement, land scaping, site development & require furniture etc. and other works as defined in bid documents.

Break-up of price of item 1 above.

Civil and Structural Works (including that required for disposal and reuse of treated effluent)

Supply, installation, Testing and Commissioning of Electro-mechanical and instrumentation equipment and accessories as applicable" Power generation is optional. (including that required for disposal and reuse of treated effluent).

Ancillary works like boundary wall of campus with gate, staff quarter type II (6 Nos),office cum resident building for jal nigam officers type IV (G+1) internal C.C. roads 3.75 m wide and 2.0 m wide C.C. path ways, Provision for construction of Co-treatment facility which includes infrasturcture like, collection tank, fine/coarse screen sitting chamber, equilization tank, filter press/belt press/screw press for dewatering etc. of septage/feacal sludge (10 KLD), water supply arrangement, fire fighting arrangement, land scaping, site development & require furniture etc. The road inside the campus will be connected with all components of STP, Office Building, Staff Quarter & other buildings.

Implementation of Environmental Management Plan and ESHS-MSIP, as per Appendix 1 of Schedule 2 (Design Build Services)

I & D Works

Tapping and Diversion Structure Making of earthen bund across the existing drain for diversion of flow.

Upto 3.00 M BGL

Mandi Samiti Drain

Algarji Drain-II

R.T.O. Drain

Dhakpura Drain

Naya Bans Drain

Jalesar Road-II

Nagla Khan Drain

Tarfara Drain

Excavation of earth in ordinary soil (loan, clay and sand) for diversion of drain, chamber for depth upto 1.50m below G.L. including watering, ramming, dressing, barricading filling back between wall and foundation and disposal of surplus earth with 50M including supply of all labours and T&P etc. required for the proper completion of work

Upto 3.00 M BGL

Mandi Samiti Drain

Algarji Drain-II

R.T.O. Drain

Dhakpura Drain

Naya Bans Drain

Jalesar Road-II

Nagla Khan Drain

Tarfara Drain

Supply of 40mm stone ballast in to trench following drain including supply of all materials labours and T&P etc. required for the proper completion of work.

Mandi Samiti Drain

Algarji Drain-II

R.T.O. Drain

Dhakpura Drain

Naya Bans Drain

Jalesar Road-II

Nagla Khan Drain

Tarfara Drain

Concrete in 1:4:8 with cement, coarse sand and 40mm gauge stone ballast including supply of all materials, labours and T&P etc. required for the proper completion of work for nala bed as per direction of E/I.

Mandi Samiti Drain

Algarji Drain-II

R.T.O. Drain

Dhakpura Drain

Naya Bans Drain

Jalesar Road-II

Nagla Khan Drain

Tarfara Drain

Cement Concrete 1:2:4 in cement coarse sand & stone grit 12 to 20 mm guage including supply of all material labour and T&P etc. required for proper completion of work. For making of nala bed including its toe wall at starting and end point of pucca nala bed as per proposed drawing and as per direction of E/I

Mandi Samiti Drain

Algarji Drain-II

R.T.O. Drain

Dhakpura Drain

Naya Bans Drain

Jalesar Road-II

Nagla Khan Drain

Tarfara Drain

Reinforced cement concrete M30 with SRC cement coarse sand and 20mm stone grit in foundation footing, vertical wall, slab etc. excluding supply of reinforcement and its bending but including its haunching and toe wall at starting and end point of pucca nala bed as per proposed drawing fixing, binding the same with 0.50mm thick binding wire (to be supplied by the contractor) including of all materials, labour, and T&P etc. required for the proper completion of work as per direction of E/I.

Mandi Samiti Drain

Algarji Drain-II

R.T.O. Drain

Dhakpura Drain

Naya Bans Drain

Jalesar Road-II

Nagla Khan Drain

Tarfara Drain

Supply, Installation, Testing and Commissioning of CI Open Channel Sluice Gates, Manually operated, Rising Spindle type suitable for mounting in between two parallel walls of an Open Channel. Water sealing shall be provided at two vertical sides and bottom side of gate aperture by means of rubber seal, mounted on gate slide and having forced contact with gate aperture. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & Shutter of CI Grade IS 210 FG 260, Head Stock IS 210 Grade FG 260, Hinge Pin SS ASTMA276, Yoke IS MS 2062, Flush Bottom Seal Support Bar of SS ASTM A276 , Stem Operating Nut ASTM A276., Duly tested for tensile strength, Chemical testing and tested Shop tested for over all dimensions as per approved GA drawing complete in all respect as per specification and direction of Engineer for following PEAK FLOW up to 28.0 MLD, 3.5m channel depth.

0.50 x 0.75 m size (indicative size)

2.60 x 1.00 m size (indicative size)

Supply, fabrication, fixing and Testing of stainless steel (SS-316) Manual Coarse Bar screen with flat bar 50mm X 10mm, Spacing of bars 40mm suitable for mounting in channel of specified size with inclination not more than 45 degree and a movable covered containers of 1 cum capacity complete in all respect as per technical specification and the direction of the Engineer. Manually Raked Coarse Bar Screen with 50 mm clear opening for following PEAK FLOW and upto 3.5m channel depth.

Mild steel or iron work in plane work such as in R.C.C work (When not included in over all rates) wrought to the required shape as necessary including bending for the completion of work and including supply of all materials, labours, T&P etc. complete.

Mandi Samiti Drain

Algarji Drain-II

R.T.O. Drain

Dhakpura Drain

Naya Bans Drain

Jalesar Road-II

Nagla Khan Drain

Tarfara Drain

Laying of Gravity Sewer interconnection (Open Trench Method) Supply & laying of following sizes of R.C.C. Hume pipe NP3 Class Socket spigot pipes, rubber rings jointing materials and specials from store to the work lowering the same in to the trenches up to depth as specified below G.L. true to alignment and gradient including barricading of site, traffic diversion arrangement, dismantling of roads, mechanical/ manual excavation, dewatering (as per requirement), shoring & timbering with mild steel/ wooden planks, construction of required class beddings, construction of RCC circular/ rectangular or precast manholes in accordance with the provisions laid down in latest version of IS 4111 (Part 1), refilling of trenches with proper compaction including disposal of surplus earth with in 8 km radius, temporary/permanent reinstatement of dismantled roads, cost of all jointing material, testing & commissioning etc. complete including supply of all material, labour, T&P etc. required for proper completion of work.

Inter connection for Algarji drain to II to Algarji Drain I and proposed channel to proposed manhole, 350mm dia RCC NP3 Pipe.

Inter connection for proposed RTO drain channel to proposed manhol 350mm dia RCC NP3 Pipe.

Inter connection for proposed Dhakpura drain channel to proposed manhol 600mm dia RCC NP3 Pipe.

Inter connection for proposed Nayabans drain channel to proposed manhol 350mm dia RCC NP3 Pipe

Inter connection for Jalesar road drain II to Jalesar road drain I and proposed channel to proposed manhole,suppy laying and jointing of 450mm dia RCC NP3 Pipe

Laying of Gravity Intercepting Sewer (Open Trench Method) Supply & laying of following sizes of R.C.C. Hume pipe NP3 Class Socket spigot pipes, rubber rings jointing materials and specials from store to the work lowering the same in to the trenches up to depth as specified below G.L. true to alignment and gradient including barricading of site, traffic diversion arrangement, dismantling of roads, mechanical/ manual excavation, dewatering (as per requirement), shoring & timbering with mild steel/ wooden planks, construction of required class beddings, construction of RCC circular/ rectangular or precast manholes in accordance with the provisions laid down in latest version of IS 4111 (Part 1), refilling of trenches with proper compaction including disposal of surplus earth with in 8 km radius, temporary/permanent reinstatement of dismantled roads, cost of all jointing material, testing & commissioning etc. complete including supply of all material, labour, T&P etc. required for proper completion of work.

Mandi Samiti Drain to MPS 450 mm dia RCC NP3 Pipe 1.50 to 3.00m BGL

500 mm dia RCC NP3 Pipe 1.50 to 3.00m BGL

3.0 to 4.50m BGL

4.50 to 6.0m BGL

600 mm dia RCC NP3 Pipe 3.00 to 4.50m BGL

4.50 to 6.0m BGL

700 mm dia NP3 Pipe 4.50 to 6.0m BGL

800 mm dia NP3 Pipe 4.50 to 6.0m BGL

Tarfara Drain to MPS 700 mm dia NP3 Pipe Upto 4.50m BGL

By Trenchless Method

Supply of mild steel pipes with epoxy painting and Installation of product pipe by as per concern department guidline method including making of entry and exit pits, all related civil works like excavation, shoring/strutting, etc., shielded excavation through HDD process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit, construction of required manholes and restoration of site after project completion. Sewer line crossing below Aligarh Hathras drain from proposed Khan ka nagla drain tapping arrangement including manholes/Chamber (In this case carrier pipe line 300 mm dia ms pipe thickness 10 mm and its cassing pipe diameter of 500 mm MS pipe thickness 10 mm.

Supply of mild steel pipes with epoxy painting and Installation of product pipe by as per Railway guidline method including making of entry and exit pits, all related civil works like excavation, shoring/strutting, etc., shielded excavation through HDD process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit, construction of required manholes and restoration of site after project completion. Sewer line crossing below railway track from proposed manhole including manholes/Chamber (In this case carrier pipe line will not be less than 500 mm dia ms pipe minimum thickness 10 mm and its cassing pipe will not be less than diameter of 700 mm MS pipe minimum thickness 12 mm.

Supply of mild steel pipes with epoxy painting and Installation of product pipe by as per Railway guidline method including making of entry and exit pits, all related civil works like excavation, shoring/strutting, etc., shielded excavation through HDD process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit, construction of required manholes and restoration of site after project completion. Required Railway line Crossing 600 mm dia- Sewer line crossing below railway track from proposed manhole including manholes/Chamber (In this case carrier pipe line will not be less than 600 mm dia ms pipe minimum thickness 10 mm and its casing pipe will not be less than diameter of 800 mm MS pipe minimum thickness 12 mm.

Supply of mild steel pipes with epoxy painting and Installation of product pipe by as per NH/SH guidline method including making of entry and exit pits, all related civil works like excavation, shoring/strutting, etc., shielded excavation through HDD process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit, construction of required manholes and restoration of site after project completion. Sewer line crossing below Hathras Jalesar road from proposed manhole including manholes/Chamber (In this case carrier pipe line 800 mm dia ms pipe thickness 12 mm and its casing pipe diameter of 1000 mm MS pipe thickness 14 mm.

Sewage Pumping Stations for E&M works 54.0 MLD and Civil work 67.28 MLD Peak Capacity. Construction of MPS

Construction of wet well

Construction of Screen Channels

Valve chamber

Construction of special manhole/common chamber of 3.00m square, and its interconnection with adjacent manhole of the sewer line with the appropriate size of sewer pipe of RCC NP3 pipe.

Laying of Rising main

Supply of following diameter DI K7 Socket/spigot pipes, rubber rings jointing materials and specials from store to the work lowering the same in to the trenches up to depth as specified below G.L. true to alignment dismantling of roads, mechanical/ manual excavation, dewatering, shoring & timbering, if required, with mild steel/wooden planks, refilling of trenches with proper compaction including disposal of surplus earth with in 8 km radius, temporary reinstatement of dismantled roads, cost of all jointing material, testing & commissioning including supply of all material, labour, T&P etc. required for proper completion of work including supply & fixing of same size sluice valves & 100/150 mm size air valves.

700 mm DI K7 pipe from MPS to STP

E/M Works at New MPS

Supply, installation, testing and commissioning of following items/equipment/material with all accessories, labour, material, T&P etc. complete as per IS/applicable codes, CPHEEO Manual and as specified in bid document for proper completion of work.

Electrical Actuator Operated Sluice Gates for screen chambers and by pass arrangement

Manually cleaned coarse bar screen with ventilation arrangement.

Mechanically cleand coarse bar screen with ventilation arrangement and screw conveyor cum compactor

Non clog sewage Submersible Pumping Plants each of peak/4 capacity with guide rails, lifting chain. Auto coupling system etc.

Non clog sewage Submersible Pumping Plants each of peak/4 capacity with lifting chain. Auto coupling system etc. (only Supply & Testing, for store stand by)

C.I.D.F. actuator operated sluice valves for individual delivery line of pumps

C.I.D.F. actuator operated sluice valves for Common Header and by pass.

C.I.D.F. Reflex valves for individual delivery line of pumps.

D.I.D.F./C.I.D.F. main piping including riser pipes, delivery piping, dismantling joints, Tees, Bends, Duckfoot bends, distance pieces and other specials, nut bolts, washers, rubber packing, insertions, jointing material, other required hardware etc.

Painting on pumps, piping and valves complete.

Soft Starters for pumps.

Direct online Electro-magnetic flowmeter with CVT, control cables etc.

Mono Rail Traveling Trolley with chain pulley block (EOT) of required capacity, travel and lift

Supply and fixing of tools & tackles, fire extinguishers -2 Nos., electric resistance rubber sheets- as per requirement, steel chairs- 4 nos., steel almirah- 1no., fire bucket with stand- 1 set, steel tubular table- 1no., safety equipment(Gas Masks, rope, safety belt, first aid kit, oxygen cylinder etc. as recommended by CPHEEO) etc.

Internal-external electrification & lighting for panel rooms, pump house, staff quarter, campus etc. with required decorative fixtures, poles, lamps, distribution boards, wiring, points, LED, fluorescent lamps, fans, exhaust fans, fittings etc.

Power wiring/cable of pumping plants(from LT panel to starter and from starter to pumping plants) with end termination,cable jointing, chequered plates etc.

Aluminium Junction Boxes for cabling between starter and pumping plant

L.T. Panel of SPS with APFC panel having required no. of incomings (with satnd by incoming), outgoings, bus couplers, relays, MFMs etc.

Power wiring/cable from PCC(Main LT) Panel of STP to LT panel of SPS with end termination,cable jointing, chequered plates etc.

Automation-PLC/SCADA system for sewage pumping station (SPS) with all instruments (pressure transmitters for individual pump as well as common header, LT for sump, DLT for screens, etc.), complete cabeling/wiring, HMI, CCTV Cameras, JBs, LPBS' etc.

Trial-run of the Pumping Station and STP for three months complete in all respect as specified in bid document.

Operation and Maintenance for 15 Years

STP (PART A) Operation and Maintenance Price for Treatment of threshold sewage flow of 18 MLD at STP & Co- Treatment facility (10 KLD) with all civil, electrical-mechanical and instrumentation works, effluent chanel, appurtenant and other allied works for 15 years as specified in tender document and as per norms of CPHEEO manual on Sewerage and Sewage Treatment System-2013 (Bidder is required to quote the year wise O&M price for 15 years

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

PART B Additional Operation and Maintenance Price for Treatment of additional sewage in excess of the threshold on per MLD basis flow at STP & Co- Treatment facility (10 KLD) with all civil, electrical-mechanical and instrumentation works, effluent chanel, appurtenant and other allied works for 15 years as specified in tender document and as per norms of CPHEEO manual on Sewerage and Sewage Treatment System-2013

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

Total O&M Price- assuming indicative Sewage Flow reaching the STP C=a+b x (x= indicative flow minus threshold sewage flow)

1st year (X=18-18=0)

2nd year (X=18.42-18=0.42)

3rd year (X=18.84-18=0.84)

4th year (X=19.26-18=1.26)

5th year (X=19.68-18=1.68)

6th year (X=20.10-18=2.1)

7th year (X=20.52-18=2.52)

8th year (X=20.94-18=2.94)

9th year (X=21.36-18=3.36)

10th year (X=21.78-18=3.78)

11th year (X=22.20-18=4.2)

12th year (X=22.62-18=4.62)

13th year (X=23.04-18=5.04)

14th year (X=23.46-18=5.46)

15th year (X=24-18=6)

Operation and Maintenance cost of MPS and rising main with all civil, electrical-mechanical and instrumentation works, appurtenant and other allied works for 15 years as specified in tender document and as per norms of CPHEEO manual on Sewerage and Sewage Treatment System-2013 (Bidder is required to quote the year wise O&M price for 15 years

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

Operation and Maintenance cost of Mandi Samiti Drain, Algarji Drain-II, R.T.O. Drain, Dhakpura Drain, Naya Bans Drain, Jalesar Road-II, Nagla Khan Drain & Tarfara Drain I&D works (08 Nos.), tapping arrangement, related interceptor sewers with all civil, electrical-mechanical and instrumentation works,appurtment and other allied works for 15 years as specified in tender document and as per norms of CPHEEO manual on Sewerage and Sewage Treatment System-2013 (Bidder is required to quote the year wise O&M price for 15 years.

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

Total O&M Price

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

NPV of total O&M

1st year (NPV Factor-0.909)

2nd year (NPV Factor-0.826)

3rd year (NPV Factor-0.751)

4th year (NPV Factor-0.683)

5th year (NPV Factor-0.621)

6th year (NPV Factor-0.564)

7th year (NPV Factor-0.513)

8th year (NPV Factor-0.467)

9th year (NPV Factor-0.424)

10th year (NPV Factor-0.386)

11th year (NPV Factor-0.350)

12th year (NPV Factor-0.319)

13th year (NPV Factor-0.290)

14th year (NPV Factor-0.263)

15th year (NPV Factor-0.239)

Electricity and fuel charges during O&M for 15 Years

Guaranteed Energy Consumption for 24 MLD STP and MPS. At Hathras NPP (Value should be entered in all cell from 23.02 to 23.07. The permissible value of maximum to minimum GEC quoted in cell 23.02 to 23.07 should be less than or equal to 1.4)

For flow< 20.00 MLD and BOD < 135 mg/L

For flow< 20.00 MLD and BOD > 135 mg/L and < 165 mg/L

For flow< 20.00 MLD and BOD > 165 mg/L

For flow> 24.00 MLD and BOD < 135 mg/L

For flow> 20.00 MLD and BOD > 135 mg/L and < 165 mg/L

For flow> 20.00 MLD and BOD > 165 mg/L

STP & MPS Average GEC

Power Charges for 24 MLD STP & MPS at Hathras NPP for Indicative Flow (=314.22 MLD X Unit Consumed/MLD X 365 X 8.5 X 1.3) (Not to be filled by the bidder)

Add GST (Excluding Sl.No. 23,25)

Land requirement (sqm) - 24 MLD STP and MPS at (Circle rate is Rs 6500 per sq.m.) (Bidder is required to quote the land requirement under column M of this row including land required for Solar Power Plant if proposed, subject to available land i.e. 29975 sqm)

Neercare India Pvt. Ltd.

Kalpataru Power Transmission Limited

Toshiba Water Solutions Private Limited