Tender For Asother Nagar Panchayat Water Supply Scheme In District Fatehpur Under Amrut 2.0 Programme - Construction of OHT:Design, Submission of vetted design from IIT, drawing and Supply of all materials, labour, T&P etc. required for construction of INTZ type RCC Overhead Tank with minimum freeboard of 15 cm including Ventilator and Water Level Indicator, Lightning Conductor, C.I. D/F Vertical Pipes (Inlet Pipe (2 Nos.), Outlet Pipe (2 Nos.), Overflow Pipe & Washout Pipe), Duck Foot Bend, Puddle Collars and Bell Mouths, DI/D/F Sluice Valves on Inlet, Outlet & Washout Pipes and Sluice Valve Chambers, Bypass Arrangement of OHT, Flooring with Apron & Drain (minimum 100 mm thick PCC of 1:2:4 & 100 mm thick RCC of 1:1.5:3 with nominal reinforcement), the construction of a 30x30 cm cement concrete (CC) drain with an internal wall thickness of 100 mm, over a 60 cm wide plain cement concrete (PCC) base of 100 mm thickness in 1:2:4 mix, for rain water disposal of campus, shall be carried out for a minimum length of 100 meters along the boundary wall of the campus up to the disposal point, Floor Level shall be 60 cm above the Finished Ground Level of Campus including supply of earth to fill the whole campus according to the formation level(floor) ofOHT, Three Coats of Apex Painting over One Coat Primer of Approved Colour after Finishing of RCC Surface with Grinder, Repair of Pinholes, Unevenness, supply and fixing of two number 60 Watt solar light system (with dry battery) at the height of second brace of the OHT near stair case and main gate,Railings – G.I. Pipe Railing around Staircase (both sides), Balcony & Top Dome Periphery, S.S. Ladder from Opening of Top Dome to Bottom Dome, Staircase (Separate Two-Column Based RCC Staircase including Escape Channel of 20 m Length, Box-Type Enclosure at the Entrance of the Staircase having Locking Arrangements, and 1.20 m Wide Balcony), Food Grade Epoxy Coating of FOSROC / Ciba-Geigy on Inside Surface Area of Water Container after Successful Testing for Water Tightness of Following Capacity and Staging mentioned as per BOQ.For bidding purposes, the bearing capacity of soil shall be considered as 8 t/sq.m. Working design shall be based on the SBC determined (The depth of bore hole shall be two times of proposed dia meter raft foundation of OHT) after soil investigation / 8 tonne/sq.m. The depth of foundation is minimum 2.50 m from existing ground level on raft foundation or pile-cum-raft foundation or at more depth based on the design of the tank, for which no extra claim shall be entertained.Note: The bid price of Overhead Tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m², keeping the minimum foundation depth to be 2.5 m below the existing ground level at the site of work. The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent to or more than 8 t/m², the design of OHT will be based on 8 t/m² capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m², then the design of OHT will be based on the actual bearing capacity, adopting raft foundation or raft-cum-pile foundation. 3 For Zone II -Capacity- 975 KL Staging -24ma. C.I D/f pipe inlet- 2nos of 300 mm diab. C.I D/f pipe outlet - 2nos of 400mm diac. C.I D/f pipe overflow - 2nos of 400mm diad. C.I D/f pipe washout - 1nos of 200mm dia 4 For Zone III- Capacity-1250 KLStaging -24ma. C.I D/f pipe inlet- 2nos of 300 mm diab. C.I D/f pipe outlet- 2nos of 400mm diac. C.I D/f pipe overflow- 2nos of 400mm diad. C.I D/f pipe washout- 1nos of 200mm dia 5 Construction of Pump Houses 6 Provide all materials, labour, T&P etc. complete for construction of Pump House size 3.6 x 3.0 x 3.0 m, Chlorinating Room size 1.8 x 2.5 x 3.0 m as per type design and specifications provided in the tender document including two coats of Apex Ultima exterior paint over one coat of primer. The structure will be RCC frame structure providing separate beams at plinth and lintel level. The reinforcement of RCC base slab of the by-pass chamber will be connected with the plinth beam to ensure its stability.The floor of the Pump House shall be constructed by providing 300 mm sand filling over compacted earth and thereafter 100 mm thick 1:2:4 PCC and 100 mm thick RCC with minimum reinforcement. The V-notch of 6 mm thick MS plate shall be fixed in RCC top beam of 230 mm thickness. The apron shall be constructed with a protection brick wall of 230 mm width & 600 mm thickness, including 100 mm thick RCC with minimum reinforcement over PCC.The top roof slab shall be treated with brick coba using appropriate waterproofing chemicals. The vertical rainwater pipes shall be fixed using minimum 100 mm dia PVC pipes of 8 kg/cm². All works shall be completed to the satisfaction of the Engineer-in-Charge 7 RENOVATION OF EXISTING STRUCTURE (OHT OF 200 KL/18M STAGING, BOUNDARY WALL & PUMP HOUSES) 8 Scaffolding:Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven-storey height, made with 40 mm dia M.S. tubes at 1.5 m centre to centre, horizontal & vertical tubes joined with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps, and M.S. staircase system in the scaffolding for working platform etc., and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter.The scaffolding system shall be stiffened with bracings, runners, connections with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of the Engineer-in-Charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment will be made once irrespective of the duration of scaffolding.Note: This item is to be used for maintenance work judicially; necessary deduction for scaffolding in the existing item is to be done 9 Surface Preparation:Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/or by standard power-driven percussion type tools of approved make, including tapering of all edges, making square shoulders of cavities, including cleaning the exposed concrete surface and reinforcement with wire brushes etc., and disposal of debris for all leads and lifts, all complete by using alkaline chemical rust remover of approved make applied with paint brush, and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-in-Charge. 10 Injection Grouting in Vertical Surface/Wall:Placing and fixing nozzles by drilling machine in tank wall having minimum diameter of nozzle 15 mm, and provided at regular intervals not exceeding 1.0 m (the center-to-center distance of nozzles shall not be more than 1.0 m), including construction joints. Injection of Pidicrete AM (polymer-based, high-strength, shrinkage-compensated grout) admixed with cement through nozzles under pressure by sump at the rate of 250 grams per bag of cement. Sealing the nozzles after grouting with polymer product mixed with cement 11 Repairing of Spalled and Loose Concrete:Where reinforcement is exposed, apply Fixit Rust Remover by means of brush to the reinforcement for cleaning bars and steel surface. Then apply a bonding coat of acrylic-based polymer with cement slurry in 1:1 ratio to the pre-wetted concrete by brush.Now apply the mixture of 1:1 cement and coarse sand to the prepared substrate when the primer becomes tacky. The repair shall be done using 50 mm thick M25 grade concrete.(Taking 20% of the total surface area of OHT) 12 Dismantling of all existing sluice valves of Inlet/Outlet/Washout and sluice valve chambers and replace all the valves with DI sluice valves including reconstruction of sluice valve chambers, repairing/replacement of vertical pipes/rubber packings, grouting of vertical pipes at cone wall of the OHT, replacement of existing M.S. ladder with S.S. ladder (The size of SS 304 rectangular tube shall be 50x100 mm with a minimum 3.0 mm wall thickness) inside the tank, replacement of M.H. cover with fixing of frame on the top dome, replacement of mosquito jali with a new one complete. Supply and fixing of 20 mm dia G.I. pipe railing around staircase (both sides), balcony & top dome periphery.Supply and fixing of water level indicator, lightning conductor on the top dome and making earthing with required earthing wire from top to bottom of the tank, 100 mm thick 1:4:8 plain cement concrete and 100 mm thick RCC of M15 grade flooring with apron with 3 mm floating coat of neat cement, including protection brick wall (230x600 mm in 1:4 cement mortar including 12 mm thick plaster on the outer surface) on the outer edge of the floor shall be constructed. The fabricating/repairing of escape channel of 20 m length, box-type enclosure at the entrance of the staircase having locking arrangements, food grade epoxy coating of FOSROC / Ciba-Geigy on the inside surface area of the water container after successful testing for water tightness and three coats of Apex painting (Asian Apex Ultima exterior paint) over one coat primer of approved colour after finishing of RCC surface with grinder, repair of pinholes, unevenness, as per the direction of the Engineer-in-Charge. 13 Dismantling of damaged part of plaster, brick work, RCC work, floor, apran, other damaged part of Boundary Wall & Pump House of OHT campus/outside the campus including sorting and stacking of serviceable and disposal of unserviceable material within a distance of 8 km. For surface preparation, the cleaning of the exposed brick work/concrete surface shall be done with wire brushes. All brick work repairing in 1:4 cement and Coarse sand mortar and 12 mm thick plaster in 1:3 shall be done to repair the damaged structures. The floor and apran of the pump house shall be done with 100 mm PCC in 1:2:4 and 100 mm thick RCC with 1:1.5:3. The bye pass chamber of the pump house shall be repaired or reconstructed as per requirement of the site. All external surface of the pump house and boundary wall will be done in three coats of Apex Painting (Asian Apex Ultima exterior paint) over one coat primer of approved colour after finishing work. The painting work of internal surface of the pump house will be done with plastic paint. The roof top of the pump house shall be finished with new brick coba work including replacement of rainwater pipes. All damaged doors and windows shall be replaced with new MS doors and windows. The MS Girder will be replaced if required. All works shall be done including supply of all materials, labour, T&P etc. required for proper completion of the work as per the direction of the Engineer-in-Charge. 14 Renovation of existing 200 kl/18m staging OHT, boundary wall& Pump House 15 Distribution System 16 Supply of High-Density Polyethylene Pipes (HDPE):Supply of High-Density Polyethylene Pipes (HDPE) (PN-6) / PE-100, conforming to IS 4984 / 14151 / 12786 / 13488, in coils (90 mm & 100 mm) / standard lengths, with necessary jointing material like electro-fusion coupler, electro-fusion tee, electro-fusion band, electro-fusion reducer, flanged joint, including all statutory duties and taxes, pre-delivery third-party inspection charges (by M/s Crown Agents) and post-delivery testing, transit insurance, freight, transportation to store/site of work, unloading & stacking the same in covered shade duly protected from sun rays and rains, etc., complete as directed by the Engineer-in-Charge. 17 110 mm dia HDPE Pipe PN‐6: Class PE‐100 18 140 mm dia HDPE Pipe PN‐6: Class PE‐100 19 160 mm dia HDPE Pipe PN‐6: Class PE‐100 20 180 mm dia HDPE Pipe PN‐6: Class PE‐100 21 200 mm dia HDPE Pipe PN‐6: Class PE‐100 22 Supply of ISI mark DI K-7/K-9 S&S pipes (push on joints) of following class and diameters inclusive of jointing material (Rubber gasket of EPDM Quality, Bend, Tee etc.) including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking etc. complete as directed by Engineer –in-charge. 23 200 mm dia D.I. Pipes (K-9) 24 200 mm dia D.I. Pipes (K-7) 25 250 mm dia D.I. Pipes (K-7) 26 300 mm dia D.I. Pipes (K-7) 27 350 mm dia D.I. Pipes (K-7) 28 Distribution System - 29 Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 8 km and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer ‐in ‐charge. 30 Ordinary soil 31 0.00-1.50 m 32 Carting, Lowering, Laying & Testing 33 Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of specials and fittings, crossing of all kind of Nala up to internal width upto 1.0 m (with 4 no of bends if required), labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-Charge.It includes provision for making of alignment on city roads, making trial pits to investigate location of various underground services like telephone cables, electric cables, existing pipe lines and sewer lines etc., arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents.Note: Jointing between HDPE pipes and specials shall be done as per the latest IS:7634 Part II. Only bar-coded electro-fusion machine (automatically readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE Pipe/Fittings. 34 110 mm dia HDPE Pipe PN‐6: Class PE‐100 35 140 mm dia HDPE Pipe PN‐6: Class PE‐100 36 160 mm dia HDPE Pipe PN‐6: Class PE‐100 37 180 mm dia HDPE Pipe PN‐6: Class PE‐100 38 200 mm dia HDPE Pipe PN‐6: Class PE‐100 39 Carting, lowering, laying and jointing with SBR rubber gaskets D.I. K-7/K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, including crossing of Nala up to internal width upto 1.0 m (with 4 no. of bends if required), labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-Charge.It includes provision for making of alignment on city roads, making trial pits to investigate location of various underground services like telephone cables, electric cables, existing pipelines and sewer lines etc., arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents.Note: Only SBR rubber gaskets to be used as per IS: 5382 and IS: 12820 40 200 mm dia D.I. Pipes (K-9) 41 200 mm dia D.I. Pipes (K-7) 42 250 mm dia D.I. Pipes (K-7) 43 300 mm dia D.I. Pipes (K-7) 44 350 mm dia D.I. Pipes (K-7) 45 Valves & Fittings 46 Supply and carting up to site of work of the following dia DIsluice valves (AVK/VAG),classI,workingpressure16 Kg/cm2 confirming to IS: 780/1969 or its latest amendments , includingvalve fittings&Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge. 47 350 mm dia 48 300 mm dia 49 250 mm dia 50 200 mm dia 51 150 mm dia 52 125 mm dia 53 100 mm dia 54 Scoure Valve 55 80 mm dia to 90 mm dia 56 Kinetic Couble Air Valves 57 25 mm dia 58 Fire Hydrant PN 1.6 (as per IS Code 908:1975) 59 80 mm dia 60 Supply of all labour, materials, fittings and specials required for crossing of nala (with 4 no. of bends, if required) along the alignment of pipeline using the casing pipe more than 1.25 times the diameter of the carrier pipe, including making of necessary trench or bore hole below the bed of the nala for proper completion of the work.In case the nala crossing is required to be done above the top of the nala, 6 mm thick MS casing pipe shall be used.All kinds of dewatering and proper barricading works will be done as per instructions of the Engineer-in-Charge. 61 Supply of all materials, labour, T&P etc required for construction of brick masnory chambers for valves mentioned below. It includes excavation& Disposal of surplus earth, 100 mm thick PCC of 1:2:4 , brick work in 1:4, 12 mm thick plaster in 1:4 and precast RCC (M25 grade) Cover of thickness 150 mm as per the directions of Engineer-in- charge. 62 Sluice valve chamber (surface box Type) 63 Sluice valve chamber (masonry Type) - dia above 200 mm ‐ 1000 (L) x 1200 (W) x 1300 (H) mm 64 Fire Hydrantchamber (750 (L) X 450 (W) X 1000 (H) mm) 65 Air ValveChamber 350 (L) x 350 (W) x 500 (H) mm 66 Scour Valve Chamber dia upto 200 mm - 1000 (L) x 1200(W) x 1300 (H)mm 67 Road dismantling and restoration 68 Dismantling of the following type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer‐in‐Charge.Note:– The dismantling of bituminous/CC roads shall be done only using the bituminous/CC road cutters or breakers in the true alignment of the pipe line. In case of tiles, only manual dismantling will be permitted. If the road cutting is being done directly by the JCB resulting in unnecessary extra road surface damaging, the deduction for extra damaged surface area shall be done on the basis of rates provided for its reinstatement 69 Bituminous surface- 70 Interlocking Road 71 C.C. Road 72 BOE Road 73 Reinstatement of Road:Permanent re-instatement of following type of road surfaces after laying of pipe line including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of Engineer-in-Charge.Note:– Before starting the reinstatement work, it will be ensured that the trench has been compacted to achieve the required limits using mechanical vibrator-based compactor (Electric/Petrol operated). If the trench is not compacted with the mechanical vibrator-based compactor, then 10% deduction will be applied for payment of reinstatement of the roads 74 Nagar Nigam/ Nagar Palika Bituminous Road 75 Construction of bitumen road including supply of all materials, labour, T&P etc. required for proper completion of work as per following specification:-GSB= 27.5 cmBM (One coat)= 7.5 cm (Min. Bit. content - 3.0 %) BC (One coat) = 3.0 cm (Min. Bit. content - 5.0 %) 76 PWD Bituminous Road 77 Construction of bitumen road as per UPPWD specification including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-Local sand filling= 69.0 cmGSB= 25.0 cmWMM= 20.0 cmBM (One coat)= 10.0 cm (Min. Bit. content - 3.0 %) BC (One coat) = 4.0 cm(Min. Bit. content - 5.0 %) 78 CC Road:supply of all materials, labour, T&P etc. required for Construction of Cement Concrete road spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing upto proper completion of work as per following thickness :-PCC = 100 mm,1:2:4 (cement, coarse sand & stone ballast of 20-40 mm) CC =100 mm, 1:1.5 :3 (cement, coarse sand & stone ballast of 16-20 mm) 79 Interlocking Tiles Road:Construction of C.C. Interlocking Tile road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-PCC = 100 mm,1:2:4 (cement, coarse sand & stone ballast of 20-40 mm)Sand= 30mm to 50mm thick local sand lair for preparation of surfaceTiles = ServiceableInterlocking Tiles recived from dismantling + New Interlocking TilesNote : 80 mm thick rubber moulded interlocking tile of M-30 shall be used for construction of interlocking tile road. 80 BOE ROADSupply of all materials, labour, T&P etc required for reinstatment BOE road including Serviceablebriksrecived from dismantling and using of new bricks as per requirment of site as per the directions and satification of Engineer-in- charge. 81 Supply of all materials, labour, T&P etc required for construction of brick masnory chambers for valves mentioned below. It includes excavation& Disposal of surplus earth, 100 mm thick PCC of 1:2:4 , brick work in 1:4, 12 mm thick plaster in 1:4 and precast RCC (M25 grade) Cover of thickness 150 mm as per the directions of Engineer-in- charge. 82 Sluice valve chamber (masonry Type) - dia above 200 mm ‐ 1000 (L) x 1200 (W) x 1300 (H) mm 83 Thrust Block:Providing and laying in position reinforced cement concrete (mix 1:2:4) for construction of thurst block at bends of feeder main, rising main & distribution system including providing& fixing of steel reinforcement as per design, batching, mixing, placing, vibrating, curing, formwork, finishing,including cost ofall material and labor, tools and plants required with transportation, loading, unloading,etc., complete for all leads and lifts etc required for proper completion of the work. 84 Providing and making water supply house connection from distribution pipeline of following diameters using 20 mm dia pipe (HDPE pipe (PE 100 / PN 12.5) below ground and medium class GI pipe above ground), saddle (electro-fusion tapping saddle for making connection with HDPE distribution pipeline, DI strap saddle, ferrule for making connection with distribution pipeline other than HDPE), transition coupler fittings (PE 100 / SDR 11 / 16 bar FTA, MTA with one end electro-fusion), ball valve, specials, including supply of all materials, labour, T&P etc. required for proper completion of the work.It also includes excavation, refilling of pit required for making house connection in following type of pipeline 85 HDPE PIPE 110 mm to 180 mm dia 86 200 mm-350 mm DIA D.I. Pipes (K-7) 87 Aproach Road:Construction of C.C. Interlocking Tile approach road road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-PCC = 100 mm,1:3:6 (cement, coarse sand & stone ballast of 20-40 mm)Sand= 30mm to 50mm thick local sand lair for preparation of surfaceTiles = 100% new Note : 80 mm thick rubber moulded interlocking tile of M-30 shall be used for construction of interlocking tile road. 88 Boundary Wall and MS Gate:Supply of all labour, materials and T&P etc. required for construction of boundary wall of OHT/TW campus including fabrication and fixing of 3.60 m wide MS main gate and 1.0 m wide wicket gate (four no. of gates will be required at different locations and average 85 m boundary wall at each location) as per departmental type design and drawing for boundary wall and MS gate.The height of MS gate and wicket gate shall not be less than 1.8 m. The depth of foundation may increase with the site conditions of the water works campus, and the plinth beam will be minimum 30 cm above the formation level of the campus for proper completion of work to the complete satisfaction of the Engineer-in-Charge 89 Staff Quarter:Supply of all material, T&P etc. required for construction of Staff Quarter with RCC framed structure, adopting the depth of foundation not less than 1.20 m from the natural ground level, including all civil, electrical and plumbing/sanitary fittings, sanitary toilet with soak pit, MS doors & grill windows (minimum 12 Gauge). The windows will be facilitated with mosquito net, including two coats of Apex Ultima exterior paint over one coat of primer, and enamel paint on MS works.The flooring of the staff quarter will be done by using 8 mm vitrified tiles of Somany/Kajaria for proper completion of work as per departmental type design and drawing, to the complete satisfaction of the Engineer-in-Charge 90 MCS RoomSupply of all material, T&P etc. required for construction of MCS room with RCC framed structure, adopting the depth of foundation not less than 1.20 m from the natural ground level, including all civil, electrical and plumbing/sanitary fittings, sanitary toilet with soak pit, UPVC doors & windows, including two coats of Apex Ultima exterior paint over one coat of primer.The flooring of the MCS room will be done by using 8 mm vitrified tiles of Somany/Kajaria for proper completion of work to the complete satisfaction of the Engineer-in-Charge 91 Rain Water Harvesting UnitDesign, submission of vetted design from IIT/NIT, drawing, and supply of all material, T&P etc. required for construction of rain water harvesting recharge pit, including 2 Nos. of bores up to the 1st strata of water table using minimum 160 mm PVC pipe of 8 kg/cm².It includes the construction of inlet and overflow chamber of minimum 0.6 m x 0.6 m (RCC M-20), 350 mm thick brick wall on appropriate foundation up to required depth as per design and drawing, with filling of media in required layers and thickness.A piezometer shall be installed for obtaining information regarding the water table, as per direction of the Engineer-in-Charge. 92 Earth filling in TW campus (other than OHT campus):Supply of all materials, tools and plants for filling of earth in the TW campus including site preparation, surface leveling, earth filling or lifting to achieve the required formation level, plantation, and all other associated activities. The work shall be carried out in accordance with the specifications and to the complete satisfaction of the Engineer-in-Charge. 93 Miscellaneous Items 94 Supply of all materials, tools and plants etc required for Ist class brick work in prop. of 1:6 cement and coarse sandas per direction of the Engineer-in-Charge. 95 Supply of all materials, tools and plants etc required for12 mm thick plasterin prop. of 1:3 cement and mortar as per direction of the Engineer-in-Charge. 96 Supply of all materials, tools and plants etc required for C.C. 1:2:4 cement and coarse sand and stone gritas per direction of the Engineer-in-Charge. 97 ZONE - 01 98 PUMPING PLANT & INSTRUMENTATION 99 SITC of 800 LPM, 67 M head (Both Tentative) Submersiblepump motor set with 24m 150mm dia coloum pipe, NRV, CI D/F Bend 90º, CI A/F Tee, D/F Pipe (1.5 m long 02 nos & 1.0 m long 01 no) Earthing, Painting, Tools sets, wiring of pump house internal & external, Chain pulley block & all Pumping Plant accessories with nut bolts and rubber packing etc. 100 Submersible Pump Motor Set 800 LPM, 67 M head (Both Tentative) as Spare 101 SITC of Scada compatible Servo Voltage Stabilizer of suitable capacity (as per instruction of engineer incharge) with all required necessary accessories like SPP, TDR, HL cut off, RS 485 port for scada compatibility, overload protection, bypass arrangement and body earthing etc complete in all respect. 102 3M long heavy duty coloum pipe (spare) 103 Automatic chlorination System Scada Compatible 104 CE/UL CertifiedIntelligent Smart Energy Meter 105 Motor Operated Actuator with 150 mm dia DI sluice valve including positioning card & torque switch etc. in actuator 106 CE/UL Certified Electromagnetic Flow meter of size 150 mm 107 Digital soft starter / VFD (As per instruction by engineer in charge) with RS485 Port- 400V Class, 30 KWor higher suitable Rating. 108 CE/UL Certified Pressure transmitter for Pump House 109 CE/UL certified hydrostatic type sub soil water level transmitter for tubewells 110 Automation Work of Tubewell 111 CE&UL Certified PLC/RTU in IP54 enclosure suitable to communicate with GSM based modem unit with CPU and Power supply with analog and digital parameter and features as specified, for each Tubewell /OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification 112 GSM/GPRS based wireless communication with 4G/5G modem for RTU/PLC capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification 113 Auto Phase Reversal Unit Suitable for above pumping plant with Inbuilt time delay and Enclosure (confirmation to IEC:60947-1 & IEC: 60947-b-1) 250 Amp 114 CE/UL Certified 7 HMI Touch screen suitable to communication with PLC/RTU for local display and control of process parameter 115 Complete cabling for Tubewell including all power & control cables of all equipments at pump house and OHT 116 Control panel with IP-54 protection industrial grade for all equipments separate for control 24V and power equipments 117 CE/UL certified surge protector for control panel 118 Installation, Testing and Commissioning for one Tubewell 119 AUTOMATION WORK AT ESR 120 Electrical panel with Remote Terminal Unit / PLC 121 Isolation DI Sluice Valve with Actuator (Outlet of ESR) 200 mm 122 Electro Magnetic Flow meter (Outlet of ESR) Size 200 mm 123 Flow Control Valve suitable for drinking water Size 200 mm 124 Manual Pressure Transmitter with display 125 CE/UL certified suitable capacity UPS with batteries to operate Actuators & all other Scada equipments as per specification mentioned in technical bid document 126 Battery operated / electricity or both (as per engineer incharge) Chlorine Analyzer 127 CE/UL Certified Radar type level transmitter for OHT 128 Digital Pressure Transmitter with display 129 SITC of Booster Pump including all required Sluice valve, Reflex Valve, Starter Panel and bypass arrangement which will work during power failure and maintenance of pump all to increase terminal head up to required head at tail end for existing OHT (Booster system for differential head as per requirements) 130 Trial run of Pumping Plant and all other E&M / Automation equipments installed at tubewells and ESR of Zone-01 with Electricity, Chlorine & Operation charges till hand over of scheme to concerning ULB 131 Trial run of Booster Pump including Electricity charged till hand over the scheme to concerning ULB. 132 ZONE - 02 133 TRANSPORTATION 134 Transportation, Erection & Dismantling of Rig Machine 135 Transportation of Tubewell Assembly 136 Transportation, Erection & Dismantling of 350 PSI Compressor 137 Transportation, Erection & Dismantling of 3 Cusec O.P Unit 138 CONSTRUCTION OF TUBEWELL (DRILLING) 139 Drilling of 625 mm. dia bore from G.L. to 70 m BGL. 140 Drilling of 500 mm.dia bore from 70 M bglto 100 m BGL. 141 Drilling of 500 mm.dia bore from 100 M bglto 200 m BGL. 142 Bentonite Clay 143 Flushing of Bore 144 Electrical Logging of the Bore 145 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF TW BY GRAVEL 146 Lowering of300X200 mm.dia tube well assembly duly welded including welding electrode and shrouding of pea gravel complete in all respect. 147 300mm dia MS ERW pipe from G.L. to 65 mBGL 148 200 mm.dia M.S ERWplain/ slotted pipe from 65 m BGL to 100 m BGL 149 200 mm.dia M.S ERWplain/ slotted pipe from 100 m BGL to 180 m BGL 150 300 mm.dia size 151 200 mm.dia size 152 PEA- GRAVEL 153 Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 154 DEVELOPMNET OF TUBE WELL 155 Development of Tube well by 350 PSI Compressor 156 Development of Tube well by 3 Cusec O.P. Unit 157 TEST : 158 Chemical and Bacteriological test of water sample from departmental approved lab 159 Watch & ward during construction of Tubewell 160 PUMPING PLANT & INSTRUMENTATION 161 SITC of 1200 LPM, 67 M head (Both Tentative) Submersiblepump motor set with 24m 150mm dia coloum pipe, NRV, CI D/F Bend 90º, CI A/F Tee, D/F Pipe (1.5 m long 02 nos & 1.0 m long 01 no) Earthing, Painting, Tools sets, wiring of pump house internal & external, Chain pulley block & all Pumping Plant accessories with nut bolts and rubber packing etc. 162 Submersible Pump Motor Set 1200 LPM, 67 M head (Both Tentative) as Spare 163 SITC of Scada compatible Servo Voltage Stabilizer of suitable capacity with all required necessary accessories like SPP, TDR, HL cut off, RS 485 port for scada compatibility, overload protection, bypass arrangement and body earthing etc complete in all respect. 164 3M long heavy duty coloum pipe (spare) 165 Automatic chlorination System Scada Compatible 166 CE/UL CertifiedIntelligent Smart Energy Meter 167 Motor Operated Actuator with 150 mm dia DI sluice valve including positioning card & torque switch etc. in actuator 168 CE/UL Certified Electromagnetic Flow meter of size 150 mm 169 Digital soft starter / VFD (As per instruction by engineer incharge) with RS485 Port- 400V Class, 45 KWor higher suitable Rating. 170 CE/UL Certified Pressure transmitter for Pump House 171 CE/UL certified hydrostatic type sub soil water level transmitter for tubewells 172 Automation Work of Tubewell 173 CE&UL Certified PLC/RTU in IP54 enclosure suitable to communicate with GSM based modem unit with CPU and Power supply with analog and digital parameter and features as specified, for each Tubewell /OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification 174 GSM/GPRS based wireless communication with 4G/5G modem for RTU/PLC capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification 175 Auto Phase Reversal Unit Suitable for above pumping plant with Inbuilt time delay and Enclosure (confirmation to IEC:60947-1 & IEC: 60947-b-1) 250 Amp 176 CE/UL Certified 7 HMI Touch screen suitable to communication with PLC/RTU for local display and control of process parameter 177 Complete cabling for Tubewell including all power & control cables of all equipments at pump house and OHT 178 Control panel with IP-54 protection industrial grade for all equipments separate for control 24V and power equipments 179 CE/UL certified surge protector for control panel 180 Installation, Testing and Commissioning for one Tubewell 181 AUTOMATION WORK AT ESR 182 Electrical panel with Remote Terminal Unit / PLC 183 Isolation DI Sluice Valve with Actuator (Outlet of ESR) 300 mm 184 Electro Magnetic Flow meter (Outlet of ESR) Size 300 mm 185 Flow Control Valve suitable for drinking water Size 300 mm 186 Manual Pressure Transmitter with display 187 CE/UL certified suitable capacity UPS with batteries to operate Actuators & all other Scada equipments as per specification mentioned in technical bid document 188 Battery operated / electricity or both (as per engineer incharge) Chlorine Analyzer 189 CE/UL Certified Radar type level transmitter for OHT 190 Digital Pressure Transmitter with display 191 Trial run of Pumping Plant and all other E&M / Automation equipments installed at tubewells and ESR of Zone-02 with Electricity, Chlorine & Operation charges till hand over of scheme to concerning ULB 192 ZONE - 03 193 TRANSPORTATION 194 Transportation, Erection & Dismantling of Rig Machine 195 Transportation of Tubewell Assembly 196 Transportation, Erection & Dismantling of 350 PSI Compressor 197 Transportation, Erection & Dismantling of 3 Cusec O.P Unit 198 CONSTRUCTION OF TUBEWELL (DRILLING) 199 Drilling of 625 mm. dia bore from G.L. to 70 m BGL. 200 Drilling of 500 mm.dia bore from 70 M bglto 100 m BGL. 201 Drilling of 500 mm.dia bore from 100 M bglto 200 m BGL. 202 Bentonite Clay 203 Flushing of Bore 204 Electrical Logging of the Bore 205 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF TW BY GRAVEL 206 300mm dia MS ERW pipe from G.L. to 65 mBGL 207 200 mm.dia M.S ERWplain/ slotted pipe from 65 m BGL to 100 m BGL 208 200 mm.dia M.S ERWplain/ slotted pipe from 100 m BGL to 180 m BGL 209 TUBE WELL ASSEMBLY : 210 300 mm.dia size 211 200 mm.dia size 212 PEA- GRAVEL 213 Supply of 1.6 mm to 4.8 mm size pea gravel duly screened and washed as per IS 4097 214 DEVELOPMNET OF TUBE WELL 215 Development of Tube well by 350 PSI Compressor 216 Development of Tube well by 3 Cusec O.P. Unit 217 TEST : 218 Chemical and Bacteriological test of water sample from departmental approved lab 219 Watch & ward during construction of Tubewell 220 PUMPING PLANT & INSTRUMENTATION 221 SITC of 1200 LPM, 67 M head (Both Tentative) pump motor set with 24m 150mm dia coloum pipe, NRV, CI D/F Bend 90º, CI A/F Tee, D/F Pipe (1.5 m long 02 nos & 1.0 m long 01 no) Earthing, Painting, Tools sets, wiring of pump house internal & external, Chain pulley block & all Pumping Plant accessories with nut bolts and rubber packing etc. 222 Submersible Pump Motor Set 1200 LPM, 67 M head (Both Tentative) as Spare 223 SITC of Scada compatible Servo Voltage Stabilizer of suitable capacity with all required necessary accessories like SPP, TDR, HL cut off, RS 485 port for scada compatibility, overload protection, bypass arrangement and body earthing etc complete in all respect. 224 3M long heavy duty coloum pipe (spare) 225 Automatic chlorination System Scada Compatible 226 CE/UL CertifiedIntelligent Smart Energy Meter 227 Motor Operated Actuator with 150 mm dia DI sluice valve including positioning card & torque switch etc. in actuator 228 CE/UL Certified Electromagnetic Flow meter of size 150 mm 229 Digital soft starter / VFD (As per instruction by engineer incharge) with RS485 Port- 400V Class, 45 KWor higher suitable Rating. 230 CE/UL Certified Pressure transmitter for Pump House 231 CE/UL certified hydrostatic type sub soil water level transmitter for tubewells 232 Automation Work of Tubewell 233 CE&UL Certified PLC/RTU in IP54 enclosure suitable to communicate with GSM based modem unit with CPU and Power supply with analog and digital parameter and features as specified, for each Tubewell /OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification 234 GSM/GPRS based wireless communication with 4G/5G modem for RTU/PLC capable to transfer and gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification 235 Auto Phase Reversal Unit Suitable for above pumping plant with Inbuilt time delay and Enclosure (confirmation to IEC:60947-1 & IEC: 60947-b-1) 250 Amp 236 CE/UL Certified 7 HMI Touch screen suitable to communication with PLC/RTU for local display and control of process parameter 237 Complete cabling for Tubewell including all power & control cables of all equipments at pump house and OHT 238 Control panel with IP-54 protection industrial grade for all equipments separate for control 24V and power equipments 239 CE/UL certified surge protector for control panel 240 Installation, Testing and Commissioning for one Tubewell 241 AUTOMATION WORK AT ESR 242 Electrical panel with Remote Terminal Unit / PLC 243 Isolation DI Sluice Valve with Actuator (Outlet of ESR) 350 mm 244 Electro Magnetic Flow meter (Outlet of ESR) Size 350 mm 245 Flow Control Valve suitable for drinking water Size 350 mm 246 Manual Pressure Transmitter with display 247 CE/UL certified suitable capacity UPS with batteries to operate Actuators & all other Scada equipments as per specification mentioned in technical bid document 248 Battery operated / electricity or both (as per engineer incharge) Chlorine Analyzer 249 CE/UL Certified Radar type level transmitter for OHT 250 Digital Pressure Transmitter with display 251 Trial run of Pumping Plant and all other E&M / Automation equipments installed at tubewells and ESR of Zone-03 with Electricity, Chlorine & Operation charges till hand over of scheme to concerning ULB 252 SCADADISPLAY (MCS) 253 CE/UL & BIS certified industrial grade LED Monitor with latest configuration as per specification, 65 254 Desktop PC with i7 processor with UPS as per specification mentioned in technical bid document 255 CE/UL certified suitable capacity UPS with batteries as per specification mentioned in technical bid document 256 Full development version of required TAGS SCADA software with customization of software for MCS as per requirement as per specification mentioned in technical bid document 257 CE/UL certified master control room PLC with redundant CPU & power supply at MCS in IP 54 encloser as per specification mentioned in technical bid document 258 CE/UL certified Field gateway agent for transferring data from MCS to Central control room 259 All in one Desktop PC with i7 processor including UPS as per specification mentioned in technical bid document for scada execution & monitoring at Jal Nigam Office. 260 GSM based wireless/ Broadband/ Equipment communication system for PLC capable to transfer & received data & gather data from remote sites to control station. All accessories included signal enhancer antenna along with running expenses till DLP 261 CE/UL Certified Firewall for network protection 262 Surge protector for Ethernet communication protection 263 CE/UL Certified industrial grade Ethernet Switch 264 Mobile App Facility system architecture (industries internet based & viewed through apps for increased local & Remote Visibility 265 Canon/HP or equivalent 02 Nos Laser Printer 1108 plus or equivalent (01 Nos for MCS and other one for Jal Nigam Office ) 266 Security Surveillance IP Camera with recorder 267 Installation, commissioning and testing including required furniture, A/C, etc. 268 Trial Run of MCS till hand over of scheme to concerning ULB
