I and D and STP works at Deoband Saharanpur

Amount

Construction of 20 MLD STP at Deoband town, Saharanpur: Design, development, supply of equipment, erection of equipment, civil, electro mechanical and instrumentation works, including testing, commissioning of 20 MLD STP at Deoband town, District Saharanpur on open technology with disinfection, provision for handling co treatment of septage/faecal sludge (10 KLD) facility like, collection tank, fine/coarse screen sitting chamber, equilization tank, filter press/belt press/screw press for dewatering etc. of septage/faecal sludge, provision for filtration unit in the tertiary treatment to cater shock loads and allied works, provision of covered Sludge Storage Yard for 30 days storage of dewatered sludge. 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 with required furniture/testing equipmts etc, 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, provision of adequate CCTV camera arrangement along with Static IP Address for monitoring and provision of water reuse facility. 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 R.C.C. internal road in 3.75 m width with 1.5 m wide inter locking shoulder each side to various units of STP, OHT of 200 KL capacity for reuse of treated water along with pumping arrangement (100% standby) to fill the tank and conveying system in 250 mts length, Outfall structure at disposal point, mandatory 10 kw Solar Power Plant, any other power plant proposed to be install to mitigate the power requirement (if any) 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 facility for reuse of treated effluent)

Supply, Installation, testing and commissioning of Electro – mechanical and Instrumentation equipment and accessories including equipment for electricity generation from solar photovoltaic arrangement (including required for disposal and facility for reuse of treatet effluent) .

Ancillary works like boundary wall of campus with gate, RCC retaining wall along the Kutti darin side along with other appurtenant works, strengthening of Kutti drain at disposal point in length of 50 meters each on both banks, 7 set of staff quarters based on CPWD plinth area (2-Type 1 (double story), 2-Type 2 (double story) and 1-Type 3), nd 2.0 m wide C.C. path ways to various units, CC/Bitumen approach/access road to the STP in 550 mts length in width of 4.50 mts, 50 KL RCC OHT, Tubewell & Pump House and water distribution system for potable water supply and drainage system in the STP campus, earth filling up-to the nearest road level or HFL whichever is higher, horticulture works, firefighting arrangements water supply arrangement, land scaping, site development, Construction of culvert across Kutti drain to reach STP site capable of withstanding heavy vehicle movement etc.

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

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Nalla Tapping Arrangement: Survey, design and construction of suitable size R.C.C. (M-30) Nala tapping structure as per design at Deoband town with RCC M-30 training works at upstream and downstream of tapping point upto suitable length and installation of required number Stainless Steel sluice gates to regulate the flow along with construction of inlet channel and installation of stainless steel coarse screen and proper arrangement for operating platform.

Nallah tapping works at drain -1

Nallah tapping works at drain -2

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Laying of Gravity Intercepting Sewer: Design, supply & laying of following size R.C.C. Hume pipe NP-4 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/ brick masonry circular/ rectangular or precast manholes in accordance with the provisions laid down in latest version of IS 4111 (Part 1) as per site requirement, refilling of trenches with proper compaction including disposal of surplus earth with in 8 km radius, temporary reinstatement of dismantled roads, permanant restoration of road as per PWD/MoRTH norms, shifting & reinstatement of existing utilities if any, cost of all jointing material, testing & commissioning etc. complete including supply of all material, labour, T&P etc. required for proper completion of work.

1000 mm dia RCC NP-4 Pipe

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By Trenchless Method: Design, supply and installation of Mild Steel pipe having PU coating both inside and outside in minimum thickness of 250 microns, by Tunnel boring machine/HDD method including making of entry and exit pits, all related civil works like excavation, shoring/ strutting, etc. shielded excavation, lowering of pipe segments in the jacking pit, laying and jointing of product pipe line through jacking process from the jacking pit true to alignment and gradient, construction of required manholes, refilling of excavated pits with proper compaction including disposal of surplus earth with in 8 km radius, temporary reinstatement of dismantled roads, permanant restoration of road as per PWD/MoRTH norms, shifting & reinstatement of existing utilities if any, cost of all material, testing & commissioning etc. complete including supply of all material, labour, T&P etc. required for proper completion of work and restoration of site after project completion.

1000 mm dia, 12 mm thickness MS pipe

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Main Sewage Pumping Station : Design and construction of main pumping station of 28 MLD capacity including construction of Sump well , receiving chamber, screen chamber, Pump house, Panel room, DG/Transformer yard, Panel & PLC Room, internal road, Painting, site development works along with supply, installation and commissioning of suitable capacity non-clog submersible pumps (MOC- Casing- 2%NiCI, Impeller- Duplex SS, Shaft & Shaft sleeve- Duplex SS) capable of pumping 100 mm particle with necessary accesseries such as motors, panals, cabeling, valves, pipings etc, D.G. set of suitable capacity with necessary accessaries, one no. Electromagnetic Flowmeter cum totalizer, Automation of MPS, two nos Mechanical screens of half peak capacity each, one no. Manual screen of full peak capacity, two nos. Transformers and Substation, provision for supply and installation of 5T capacity chain pulley block with traveling trolley with 15 meter lift with girder etc with necessary tools and spares, provision for testing of each pump set, valves etc. at manufacturer works and at site, painting of all pumps piping and valves with two coat enamel paint, supply and installation of AMF panel with associated works, supply and installation of actuated sluice gates with associated works etc. including Installation, commissioning and testing of all E&M equipments complete to the satisfaction of engineer in charge. Civils component of the MPS shall be designed for 28 MLD (Avg. flow) capacity. E&M component of the MPS shall be designed for 20 MLD (Avg. flow) capacity.

Civil and Structural Works

Supply, Installation, testing and commissioning of Electro – mechanical and Instrumentation equipment and accessories

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Rising main from MPS to STP

500 mm DI K-9 pipe

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Treated Effluent Pipeline:

Design, supply & laying of following size R.C.C. Hume pipe NP-4 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/ brick masonry circular/ rectangular or precast manholes in accordance with the provisions laid down in latest version of IS 4111 (Part 1) as per site requirement, refilling of trenches with proper compaction including disposal of surplus earth with in 8 km radius, temporary reinstatement of dismantled roads, permanant restoration of road as per PWD/MoRTH norms, shifting & reinstatement of existing utilities if any, cost of all jointing material, testing & commissioning etc. complete including supply of all material, labour, T&P etc. required for proper completion of work to the satisfaction of engineer in charge.

1000 mm dia RCC NP-4 Pipe

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Operation and Maintenance for 15 Years

STP (PART A) Operation and Maintenance Price for Treatment of threshold sewage flow of 13.20 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 flow on per MLD basis 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=13.2-13.2=0)

2nd year (X=13.69-13.2=0.49)

3rd year (X=14.17-13.2=0.97)

4th year (X=14.66-13.2=1.46)

5th year (X=15.14-13.2=1.94)

6th year (X=15.63-13.2=2.43)

7th year (X=16.11-13.2=2.91)

8th year (X=16.60-13.2=3.40)

9th year (X=17.09-13.2=3.89)

10th year (X=17.57-13.2=4.37)

11th year (X=18.06-13.2=4.86)

12th year (X=18.54-13.2=5.34)

13th year (X=19.03-13.2=5.83)

14th year (X=19.51-13.2=6.31)

15th year (X=20-13.2=6.80)

Operation and Maintenance cost of MPS, tapping, interceptor sewer, effluent pipe line 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

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

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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 20 MLD STP at Deoband town for the first month after successful trial run (Value should be entered in all cell of rows 14.02 to 14.05, after adjusting for energy generated through solar power plant if proposed to be installed)

For flow upto 13.2 MLD and BOD ≤ 125 mg/L

For flow upto 13.2 MLD and BOD > 125 mg/L

For flow > 13.23 MLD and BOD ≤ 125 mg/L

For flow > 13.2 MLD and BOD > 125 mg/L

STP Average GEC

Power Charges for 20 MLD STP at Deoband town for Indicative Flow (= Sum of indicative flows in MLD X Units Consumed/MLD X 365 X 7.74) (Not to be filled by the Bidder)

Guaranteed Energy Consumption for 28 MLD MPS at Deoband town for the first month after successful trial run (Value must be entered for rows at S. No. 15.01 and 15.02 )

For flow upto 13.2 MLD

For flow >13.2 MLD

SPS Average GEC

Power Charges for 20 MLD MPS at Deoband town for Indicative Flow (= Sum of indicative flows in MLD X Units Consumed/MLD X 365 X 7.74) (Not to be filled by the Bidder)

Land requirement (sqm) - 28 MLD STP at (Circle rate is Rs 1800.00 per sq.m.) (Bidder is required to quote the land requirement under column 5 of this row including land required for Solar Power Plant if proposed, subject to lavailable land i.e. 11700 sqm)

LUMINO INDUSTRIES LTD (BID ID -4879227)

RAJ KUMAR CONTRACTOR (BID ID -4880461)

EMIT GROUP INDIA PRIVATE LIMITED (BID ID -4861550)

21st Century Enviro Engineers Pvt Ltd (BID ID -4868321)

Sophisticated Industrial Materials Analytic Labs Pvt. Ltd. (BID ID -4873774)

GEO MILLER AND CO PVT LTD (BID ID -4876414)