Tapping of 6 Nos. drains and construction of Mahewa ghat SPS

Amount

Sewage Pumping Station

Survey, Investigation, Design, drawing and Construction of Sewerage Pumping Station/Collection Chamber of following capacity including construction of sump well/wet well, Screen channels, Valve chamber, MEP building (SRC cement for water retaining structure) HT / LT / metering room, transformer yard with chain link fencing around it, Platform for Diesel Generator, earth filling if required, dewatering including stainless steel railing around, shed over the generator, approach road, administration building, internal road (minimum 4.5 m wide ), security cabin/ guard room, along with supply, installation testing and commissioning of suitable capacity non-clog submersible pumps (MOC- casing -2% NiCr, Impeller-ASTM CF8M, Shaft & Shaft sleeve- ASTM SS 410) capable of pumping 100mm particle with necessary accessaries such as motor, motor & starter and S.S Guide rail system and composite control panel, main piping and valve (Sluice valve, Reflex valve/NRV, S.S Nut bolt washer with rubber packing, Piping with common header as per required), mechanical/ manual coarse bar screen, screen gates, metering apparatus, gauges, Electro-magnetic flowmeter cum totalizer having characteristics/ MOC Liner : polyurethane or Hand Rubber / Electric MOC : SS316L/ Housing : Die Cast Aluminium or CS/ Power Supply : 90-230 V AC / Output: 4 - 20 mA with HART/ Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68/ Process Flange : SS316/Display:31/2 LCD Display/ Cable Connection: 1/2" NPT /Accuracy: 0.5% , level sensor/ indicator and transmitter, automation of SPS by SCADA system online monitering and control by PLC system, lifting arrangement including E.O.T crane with travelling trolly & chain pully block, HT/LT cable with jointing material, G.I strips, plate earthing, electric resistance rubber sheets, Diesel Generating Sets with Auto Synchronizing Panel , chequered plate and gaurds, M.S trusses, grit cover, S.S railing, lighting wiring(internal and external) etc with necessary tools and spares, provision for testing of each pumps set, valve etc at manufacturer works and at site , painting of all pumps, piping and valves with two coat enamel paint etc.including Installation, commissioning and testing of all E&M equipments complete to be the satisfaction of engineer incharge with 1 month trial and run.

Construction of 4.14 MLD/5.03 MLD (Mid Year-2039/2054 Ultimate Year) Sewage Pumoing Station at Mahewa Pasi Tola, Prayagraj including all civil and E&M works. (Average NGL 83.60, FGL 85.00, HFL - 88.50)

Construction of 1.83 MLD/2.21 MLD (Mid Year-2039/2054 Ultimate Year) Sewage Pumoing Station at Existing Naini STP Campus including all civil and E&M works. (Average NGL 85.70, FGL 86.50, HFL - 88.50) (Including Chain link fencing boundary as per drawing)

Construction of one set Staff quarter type III at Mahewa Pasi Tola SPS (2 storey) with size and FSI as per the CPWD norms provided in “Revised Plinth Area Norms- for General Pool Residential Accommodation (GPRA) to be constructed for Central Govt. Employees and its applicability to all Govt. Departments, MOUD including supply of all labor, material, T&P etc. complete at Mahewa Ghat SPS.

Design, and construction of brick masonery type boundary wall (Framed structure) at Mahewa Pasi Tola SPS, minimum 2.1 mtr height from FGL with RCC column/beam, plaster, painting, gate as per requirement, barbed wire over boundary wall including all material, labor, T&P etc.complete.

Supply, carting and filling of earth in campus upto FGL level including compaction as per specification, levelling, dressing etc complete.

Hiring of godown, site development, land scaping, Plantation, signboard/display board, Firefighting/Firehydrant at both SPS Campus including supply of all labor, material, T&P etc. complete.

Laying of Rising Main Pipe Line.

Survey, review of design and re-design if required, Supply and laying of following diameter DI K-9 Socket/spigot pipes, rubber rings jointing materials and specials froms store to the work lowering the same in to the trenches up to depth as specified below G.L true to alignment dismantling of road, mechanical/manual excavation, dewatering, shoring and timbering if required, with mild steel/ wooden planks, laying of bedding as per design, including dewatering, disposal of surplus earth with in 8 km radius, cost of all jointing material, testing & commissioning including construction of thrust block ,supply of all Specials, labour, T&P etc. required for proper completion of work. including supply & fixing of same size/as per specification sluice valve, air valve & scour valve, surge protection as per direction of Engineer In-charge.

250 mm dia DI K-9 pipe from 1.83 MLD SPS to Existing Naini STP

400 mm dia DI K-9 pipe from New Mahewa 4.14 MLD SPS to Existing Gravity line Manhole near Mahewa ghat.

Construction of depreciation chamber and interconnection with Existing Sewer line manhole including supply of all labor, material T&P etc complete. As per CPHEEO Manual.

Reinstatement of Following Types of Road including supply of all materials, labour, T&P etc complete with proper baaricading and all safety measures and as per required specification laid by MoRTH/PWD/UPJN/Local Bodies.

Supply and filling of local sand in trench including excavation, disposal of earth, supply of all material, labor, T&P etc complete.

Bituminous Road upto DBM

25 mm thick Semi Dense Bituminous Concrete (SDBC) Work

CC Road

Interception & Diversion and construction for Nala tapping (Wier wall/Gate wall) arrangements for Following Drain.

Survey, Design and construction of Interception and diversion arrangements for following Drains including Making of earthen bund across the existing drain for diversion during construction period, dewatering(if required), excavation including watering, ramming, dressing, back filling between wall and foundation and disposal of surplus earth with 50m, PCC (1:4:8), RCC work (M-25), interconnection with interceptor sewer line along with supply and fixing, installation of SS coarse screen, SS gate, sluice valve, connection to interceptor line including supply of all material labour, T&P etc. and other related work as per direction of engineer incharge.

Mahewa Pasi Tola -1

Mahewa Pasi Tola -2

Mahewa Pasi Tola -3

Mahewa Pasi Tola -4

Mahewa Pasi Tola -5

5 Small Drains-a

5 Small Drains-b

5 Small Drains-c

Drain near Leprocy Chauraha

Drain Near Arail Ghat

Construction work for Interception and diversion arrangements for very small Drains including construction of 600x600 mm size chamber and as well as supply and fixing S.S Screen of required size and interconnection to interceptor line including supply of all material labour, T&P etc. and other related work as per direction of engineer incharge.

Interceptor/ Trunk Sewer Line

Laying of Interceptor Sewer Line by Open cut method

Survey, review of design and re-design if required, supply & laying of following sizes of NP4 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, hydrolic testing & commissioning 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, as per CPHEEO manual 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, shifting & reinstatement of existing utilities if any, bailing out of water, cost of all jointing material, testing & commissioning etc. complete including supply of all material, labour, T&P etc. required for proper completion of work.

From Mahewa Pasi Tola drain -1,2,3,,4 & 5 to New Mahewa Pasi Tola SPS

300 mm dia

450 mm dia

From 4 Small drain drain - a, b & c to New Mahewa Pasi Tola SPS and From Drain near Leprocy Chauraha to SPS at Naini-1 Campus.

300 mm dia

450 mm dia

For Small Drain

200 mm dia

Construction of RCC manhole with heavy duty SFRC cover of following depth of 1500 mm dia internal dia including supply of all labor, material T&P etc complete. As per CPHEEO Manual. (Top of Manhole must be Minimum 2.0 m above NGL level)

1500 mm dia

1.50 - 3.00 m depth

3.00 - 4.50 m depth

4.50 - 6.00 m depth

Laying of Interceptor Sewer Line by Trenchless method

Microtunneling for laying of 200 mm dia RCC NP3 Pipe line including Supply 12 mm thick 600 mm dia mild steel casing pipe with inside 2 coats of food grade epoxy painting over 1 coat of epoxy primer and outside 2 coats of anti-corrosive red oxide primer as per specification and Installation of product pipe by Guided Auger Bored method including making of entry and exit pits, all related civil works like excavation, shoring/strutting, etc., shielded excavation through auger boring 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 including all labor material T&P etc..

Guaranteed Energy Consumption for 4.14 MLD Mahewa Pasi Tola SPS including Office, Campus Lighting etc.

For flow upto 4.14 MLD

For flow > 4.14 MLD

Average Power Guaranteed (Not to be filled by bidder)(For the purpose of bid evaluation this value to be used)

Power Charges for 4.14 MLD SPS at Mahewa Pasi Tola, Prayagraj (=4.14 MLD x ………..Unit Consumed/MLD x 365 daysx 6 Year x15.0) (Not to be filled by the bidder)

Guaranteed Energy Consumption for 1.83 MLD Existing Naini STP campus SPS including Office, Campus Lighting etc.

For flow upto 1.83 MLD

For flow > 1.83 MLD

Average Power Guaranteed (Not to be filled by bidder) (For the purpose of bid evaluation this value to be used)

Power Charges for 1.83 MLD SPS at Existing Naini STP Campus, Prayagraj (=1.83 MLD x ………..Unit Consumed/MLD x 365 daysx 6 Year x15.0) (Not to be filled by the bidder)

Operation & Maintenance of all excuted I&D of drains, Interceptor sewer line, Rising Main and 4.14 MLD Mahewa Pasi Tola SPS and 1.83 SPS at Existing Naini STP Campus for 6 years (excluding cost of power)

1st Year

Manpower

Repair and maintenance

Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1/2 Hour per day)

2nd Year

Manpower

Repair and maintenance

Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1/2 Hour per day)

3rd Year

Manpower

Repair and maintenance

Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1/2 Hour per day)

4th Year

Manpower

Repair and maintenance

Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1/2 Hour per day)

5th Year

Manpower

Repair and maintenance

Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1/2 Hour per day)

6th Year

Manpower

Repair and maintenance

Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1/2 Hour per day)

M/S Hari Mohan Sharma