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| 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 1 nos Drains |
| 4 | Survey, Design and construction of Interception and diversion arrangements for 1 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 and fixing, 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 | Baretha Kashipur Drain |
| 6 | Interceptor Sewer Line by Open cut method |
| 7 | 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 posts/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. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer- in-Charge. |
| 8 | Excavation for following depth below G.L. for laying of sewers in ordinary soil earth, sand, loam and clay including cutting of jointing pits, trimming dressing leveling refilling of trenches in 20cm layers watering and ramming the same including removal of surplus earth or other dismantled materials up to distance 50m from the centre of trenches. |
| 9 | 0.0 to 1.5 M |
| 10 | 1.5 to 3.0 M |
| 11 | 3.0 M to 4.5 M |
| 12 | 4.50 M to 6.0 M |
| 13 | Extra on above for excavation in soil mixed with moorum Shringle kankar etc. where special T&P is to be used |
| 14 | 0.0 to 1.5 M |
| 15 | 1.5 to 3.0 M |
| 16 | 3.0 M to 4.5 M |
| 17 | 4.50 M to 6.0 M |
| 18 | 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 |
| 19 | 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 shoring & timbering with mild steel/ wooden planks, construction of required class beddings, refilling of trenches with proper compaction including 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. |
| 20 | 0.0 to 1.50 m BGL |
| 21 | 200 mm Dia RCC NP3 |
| 22 | 300 mm Dia RCC NP3 |
| 23 | 350 mm Dia RCC NP3 |
| 24 | 400 mm Dia RCC NP3 |
| 25 | 500 mm Dia RCC NP3 |
| 26 | 1.50 to 3.0 m BGL |
| 27 | 200 mm Dia RCC NP3 |
| 28 | 300 mm Dia RCC NP3 |
| 29 | 350 mm Dia RCC NP3 |
| 30 | 400 mm Dia RCC NP3 |
| 31 | 500 mm Dia RCC NP3 |
| 32 | 3.0 to 4.50 m BGL |
| 33 | 400 mm Dia RCC NP3 |
| 34 | 500 mm Dia RCC NP3 |
| 35 | 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. |
| 36 | 1500 mm Dia (1.50 to 3.0 m Depth ) |
| 37 | 1800 mm Dia (3.00 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 | Construction of Brick Masonary manhole of following sizes up to HFLincludingExcavation,Dewatering,labour, materials,, curing, T&P,heavy duty SFRC cover testing & commissioningetc. complete as per CPHEEO manual and latest provision of IS Code. |
| 41 | 900 mm Dia (up to 1.65 m Depth ) |
| 42 | 1200 mm Dia (1.65 to 2.30 m Depth ) |
| 43 | 1500 mm Dia (2.30 to 5.0 m Depth ) |
| 44 | Dismantling 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. |
| 45 | Bituminous road |
| 46 | Interlocking tiles |
| 47 | C.C. road |
| 48 | 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. |
| 49 | Bituminous road up to DBM |
| 50 | Bituminous road (25 mm thick Semi Dense Bituminous Concrete (SDBC) Work) |
| 51 | Interlocking tiles |
| 52 | C.C. road |
| 53 | Disposal of surplus earth with in 8 km radius including labour, material ,T&P etc Complete. |
| 54 | Sewer House Connection Work |
| 55 | Provision for SewerHouse Connection from outlet of house owner to nearbyHCC/ manhole Including Dismantling & Reinstatement of Drain/Ramp, Excavation for Pipe ,Barricading ,Utility Shifting ,Supply,Laying & Jointing of the 110mm DWC SN-8 pipeand PVC Bend/ Door bend confirming to relevant latest ISS withcoupler etc.for making house connection with labour, material ,T&P etc. |
| 56 | Provide all materials, labour, T&P etc. and construct sewer connecting chamber (spacing @ 30 m c/c) for the following size. |
| 57 | 0.6 x 0.6 x 0.75m |
| 58 | 0.3 x 0.3 x 0.45m |
| 59 | Sewage Pumping Station |
| 60 | Survey, Investigation, Design, drawing and Construction of Sewerage Pumping Station of 1.52 MLD(Mid Year-2039)/1.85 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- 84.50 m, FGL- 85.50 m, HFL- 88.50 m. (Excluding Foundation) |
| 61 | Construction ofone set Staff quarter type III at Kashipur 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. |
| 62 | 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. |
| 63 | Rising Main Pipe Line |
| 64 | 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, refilling of trenches with proper compaction including disposal of surplus earth with in 8 km radius, Permanent reinstatement of dismantled roads, 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 etc. as per direction of Engineer In-charge. |
| 65 | 200 mm dia DI K-9 pipe (Header mains) |
| 66 | 250 mm dia DI K-9 pipe from 1.52 MLD Kashipur SPS to Gravity Manhole near Ponghat STP |
| 67 | Supply of all materials labour T&P for construction of Brick masonry chamber circular/ ractangular to place sluice valve complete. |
| 68 | Arrangement for Nala Crossing including making temporary earthen bundh, Dewatering arrangmennt ,excavation with suplly of all material,Labour,T&P etc. complete. |
| 69 | Supply and Filling of Local Sand in Bedding/Trench including labour,Material & T&P etc. Complete as per direction of Engg in charge. |
| 70 | Guaranteed Energy Consumption for 1.52 MLD Kashipur SPS near Kashipur,Bamrauliincluding Office, Campus Lighting etc. (Value should be entered , after adjusting for energy generated through solar power plant if proposed to be installed) |
| 71 | For flow upto 1.52 MLD |
| 72 | For flow > 1.52 MLD |
| 73 | 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) |
| 74 | Power Charges for 1.52 MLD Balua Ghat SPS(= 1.52 MLD x ……….Unit Consumed/MLD x 2190 days x15)(Not to be filled by the bidder) |
| 75 | Operation & Maintenance of all civil and E&M works of 1.52 MLD KashipurSPS and associate infrastructure Including 1 Nos I&D of Drains, Gravity Interceptor Line, Rising Main and allied work for 6 years (excluding cost of power) |
| 76 | 1st Year |
| 77 | Manpower |
| 78 | Repair and maintenance |
| 79 | Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1 Hour per day) |
| 80 | 2nd Year |
| 81 | Manpower |
| 82 | Repair and maintenance |
| 83 | Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1 Hour per day) |
| 84 | 3rd Year |
| 85 | Manpower |
| 86 | Repair and maintenance |
| 87 | Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1 Hour per day) |
| 88 | 4th Year |
| 89 | Manpower |
| 90 | Repair and maintenance |
| 91 | Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1 Hour per day) |
| 92 | 5th Year |
| 93 | Manpower |
| 94 | Repair and maintenance |
| 95 | Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1 Hour per day) |
| 96 | 6th Year |
| 97 | Manpower |
| 98 | Repair and maintenance |
| 99 | Cost of Operational DG set including fuel, lubricant,maitenance etc. Average 1 Hour per day) |
