Uttar Pradesh Jal Nigam-UPJN has published Tender For Survey Investigation Design Build Operate And Transfer Of 1.75 Mld/2.11Mld (Mid-Year-2039/Ultimate Year-2054) Sps At Baluaghat Meerapur Along With Interception Diversion And Construction Of 6 Drain Prayagraj. Submission Date for this Tender is 23-02-2024. Survey Works Tenders in prayagraj Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 16-Feb-2024 | Corrigendum 2 | Technical Bid | 21-02-2024 |
| 2 | 18-Feb-2024 | Corrigendum 3 | Technical Bid | 21-02-2024 |
| 3 | 19-Feb-2024 | Corrigendum 4 | Date | 23-02-2024 |
| Sl. No. | Item Description |
| 1 | Landscaping, signboard, firefighting, hiring of godown |
| 2 | Hiring of godown, Landscaping, plantation Permanent Type display boards made up of MS Sheets fixed on 50mm dia GI Pipes and angle iron support,gas filled Fire Hydrants, earth filling at Kashipur SPS campus including all labour material T&P etc complete. |
| 3 | Interception & Diversion and construction for Nala tapping (Wier wall/Gate wall) arrangements for 6 nos Drains |
| 4 | Survey, Design and construction of Interception and diversion arrangements for 6 nos of Drains including Making of earthen bund across the existing drain for diversion during construction period, dewatering, excavation including watering, ramming, dressing, back filling between wall and foundation and disposal of surplus earth and Sludge ,Stone Boulder pitcing, PCC (1:4:8), RCC work (M-25), Reinforcement,CI foot steps interconnection with interceptor sewer line along with supply , fixing and installation ofSS coarse screen, SS Sluice 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. |
| 5 | Dariyabad Jogi Ghat Drain |
| 6 | Balua Ghat JCC Backside Drain |
| 7 | Bargad Ghat Meerapur Drain |
| 8 | Sadiyapur Drain |
| 9 | Ghaghar Drain 1-B |
| 10 | Ghaghar Drain 1A-2 |
| 11 | Interceptor Sewer Line by Open cut method |
| 12 | Survey, review of design and re-design if required, Supply and laying of following sizes ofDI K-9 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, shoring & timbering with mild steel/ wooden planks, construction of required class beddings, refilling of trenches with proper compaction including disposal of surplus earth with in 8 km radius, 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. |
| 13 | 0.0 to 1.50 m BGL |
| 14 | 250 mm dia DI K-9 pipe |
| 15 | 300 mm dia DI K-9 pipe |
| 16 | 1.50 to 3.0 m BGL |
| 17 | 250 mm dia DI K-9 pipe |
| 18 | 300 mm dia DI K-9 pipe |
| 19 | 400 mm dia DI K-9 pipe |
| 20 | 3.0 to 4.50 m BGL |
| 21 | 250 mm dia DI K-9 pipe |
| 22 | 300 mm dia DI K-9 pipe |
| 23 | 400 mm dia DI K-9 pipe |
| 24 | 4.50 to 6.0 m BGL |
| 25 | 250 mm dia DI K-9 pipe |
| 26 | 400 mm dia DI K-9 pipe |
| 27 | 6.0 to 7.50 m BGL |
| 28 | 250 mm dia DI K-9 pipe |
| 29 | 400 mm dia DI K-9 pipe |
| 30 | 7.50 to 9.0 m BGL |
| 31 | 250 mm dia DI K-9 pipe |
| 32 | 400 mm dia DI K-9 pipe |
| 33 | 9.0 to 10.50 m BGL |
| 34 | 250 mm dia DI K-9 pipe |
| 35 | 400 mm dia DI K-9 pipe |
| 36 | Construction of RCC manhole of following sizes up to HFLincludingExcavation,Dewatering,labour, materials,Reinforcement, shuttering, curing, T&P,heavy duty SFRC cover testing & commissioningetc. complete as per CPHEEO manual and latest provision of IS Code. |
| 37 | 1800 mm Dia (3.0 to 4.50 m Depth ) |
| 38 | 1800 mm Dia (4.50 to 6.0 m Depth ) |
| 39 | 1800 mm Dia (6.0 to 7.50 m Depth ) |
| 40 | 1800 mm Dia (7.50 to 9.0 m Depth ) |
| 41 | 1800 mm Dia (9.0 to 10.50 m Depth ) |
| 42 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete.(Length of pile for payment shall be measured upto to the bottom of pile cap) : |
| 43 | 300 mm dia piles |
| 44 | 400 mm dia piles |
| 45 | 450 mm dia piles |
| 46 | 550 mm dia piles |
| 47 | Reinforcement cement concrete BM-M20 with cement coarse sand and 20mm stone gritetc. excluding supply of reinforcement and its bending but including its fixing, binding the same with 0.50mm thick binding wire (to be supplied by the contractor) including supply of all materials, labour, T&P etc. required for proper completion of the work |
| 48 | Reinforcement cutting, bending & fixing in position including supply of all materials labour, T&P etc. Required for proper completion of the work. (80 kg/cum of RCC) |
| 49 | Dewatering with the help of dewatering pumping plants etc. equipment to lower down the water table near the trenches during excavation and laying the sewer line including all labour T&P , fuel etc. complete |
| 50 | Disposal of surplus earth with in 8 km radius including labour, material ,T&P etc Complete. |
| 51 | Supply and Filling of Local Sand in Bedding/Trench including labour Material & T&P etc. |
| 52 | Reinstatement of the following type of Road for sewers, manholes, sewer connecting chambers etc. including sorting out and stacking of materials( serviceable materials) and disposal of unserviceable materials upto a distance of 50 m. |
| 53 | Bituminous road up to DBM |
| 54 | Bituminous road (25 mm thick Semi Dense Bituminous Concrete (SDBC) Work) |
| 55 | Interlocking tiles |
| 56 | C.C. road |
| 57 | Interceptor Sewer Line by Trenchless method |
| 58 | Microtunneling under Ghat for Supply & laying of250 mm dia DI K-9 carrier pipe line including Supply of 600 mm dia. (12 mm thick) casing mild steel pipes withinside 2 coats of food grade epoxy painting over 1 coat of epoxy primerand 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, shifting & reinstatement of existing utilities if any, bailing out of water, dewatering if anyand restoration of site after project completion (Near Bargad Ghat SPS) |
| 59 | Sewage Pumping Station{Estimated Capital Cost of SPS- 544.76 Lakh} |
| 60 | Survey, Investigation, Design, drawing and Construction of Sewerage Pumping Station of 1.75 MLD(Mid Year-2039)/2.11 MLD (Ultimate Year-2054) capacity includingconstruction of sump well/wet well, Screen channels, Valve chamber, MEP building HT / LT / metering room (SRC cement for water retaining structure), transformer yard with chain link fencing around it, Platform for Diesel Generator including stainless steel railing around, shed over the generator, approach road, administration building, internal road (minimum 4.5 m wide ), security cabin/ guard room, dewatering, earthfilling upto FGL levelalong 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 byPLC 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.( NGL- 83.60 m, FGL- 84.50 m, HFL- 88.50 m,) |
| 61 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). 750 mm Dia |
| 62 | Construction ofone set Staff quarter type III at Baluaghat 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. |
| 63 | Design, and construction of brick masonery type boundary wall (Framed structure), 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. |
| 64 | Rising Main Pipe Line |
| 65 | 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 Including Construction ofdepreciation chamber, interconnection with existing gravity manhole dismantling of road, mechanical/manual excavation, dewatering, shoring and timbering if required, with mild steel/ wooden planks, refilling of trenches with proper compaction including disposal of surplus earth with in 8 km radius, cost of all jointing material, testing & commissioning includingconstruction of thrust block ,supply of all Specials, labour, T&P etc. required for proper completionof 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. |
| 66 | 250 mm dia DI K-9 pipe from Balua Ghat SPS to Gravity Main |
| 67 | Guaranteed Energy Consumption for 1.75 MLD Balua Ghat SPS near Balua Ghat,Meerapurincluding Office, Campus Lighting etc.(Value should be entered , after adjusting for energy generated through solar power plant if proposed to be installed) |
| 68 | For flow upto 1.75 MLD |
| 69 | For flow > 1.75 MLD |
| 70 | Average Power Guaranteed (Not to be filled by bidder)(For the purpose of bid evaluation this value to be used, if absurd value will be quoted bid will be summarily rejected) |
| 71 | Power Charges for 1.75 MLD Balua Ghat SPS(= 1.75 MLD x ……….Unit Consumed/MLD x 2190 days x15)(Not to be filled by the bidder) |
| 72 | Operation & Maintenance of all civil and E&M works of 1.75 MLD Balua GhatSPS and associate infrastructure Including 6 Nos I&D of Drains, Gravity Interceptor Line, Rising Main and allied work for 6 years (excluding cost of power) |
| 73 | 1st Year |
| 74 | Manpower |
| 75 | Repair and maintenance |
| 76 | Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1 Hour per day) |
| 77 | 2nd Year |
| 78 | Manpower |
| 79 | Repair and maintenance |
| 80 | Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1 Hour per day) |
| 81 | 3rd Year |
| 82 | Manpower |
| 83 | Repair and maintenance |
| 84 | Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1 Hour per day) |
| 85 | 4th Year |
| 86 | Manpower |
| 87 | Repair and maintenance |
| 88 | Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1 Hour per day) |
| 89 | 5th Year |
| 90 | Manpower |
| 91 | Repair and maintenance |
| 92 | Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1 Hour per day) |
| 93 | 6th Year |
| 94 | Manpower |
| 95 | Repair and maintenance |
| 96 | Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1 Hour per day) |
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