Tender For Supply, Installation Construction Of Oht, Rising Main, Pump House , Boundary Wall,Richarge Pit, Distribution System, Di Pipe Line With Connectivity, House Connection With Mechanical Water Meter, Road Restoration And Other Appurtenant Works
Tender Overview
Project Description
Tender for Supply, Installation Construction Of Oht, Rising Main, Pump House , Boundary Wall,Richarge Pit, Distribution System, Di Pipe Line With Connectivity, House Connection With Mechanical Water Meter, Road Restoration And Other Appurtenant Works Specified As In Boq Of Tender Document Including Confirmatory Survey, Design, Testing And Commissioning (With One Year Defect Liability Period) On Item Rate Contract Basis Including Supply Of All Materials, Labour And T&P Etc Complete For Om City Vidhya Vihar Water Supply Scheme Under State Sector Programme.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Jul-2026 | Corrigendum for change in Bid Document Section IV | Other | 05-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | OHTSupply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. of following capacities ( in kiloliters ) and 12 m. staging with 1.0 m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x 1m R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator,supply and fixing of outlet,inlet,over flow and wash out,incomming,outgoing pipes with necessary sluice valves, pipe pieces (including cost of material), making bypass arrangement, railing in top dom with approach stair, flooring 0.6m wide apron, painting on tank body (apex paint two coat) vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex)/enamel paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT / M2 and staging 12.00 metre.Additional rates for staging per meter height beyond 12 m height including cost of all material, labour,shuttering, scaffolding T&P complete for following capacity ( in kiloliters ) Over Head Tanks |
| 2 | OHT 200 kl with 22 mtr staging |
| 3 | Pipeline WorkDismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 4 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 |
| 5 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 6 | Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 30 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches. |
| 7 | Excavation in ordinary soil (loam, clay, sand) for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. |
| 8 | Provision for barricading in two rows and necessary diversion of paths and where as necessary with the help of ballies, ropes, flags, signals and light signals etc. as per requirement. Including supply of all material, T&P, etc complete. |
| 9 | Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally cast (spun) Ductile iron pipes including supply of \\"EPDM\\" rubber gaskets conforming to IS : 5382-1985 with testing of pipe line complete.D.I. Pipe conforming to IS: 8329/2000 |
| 10 | 100 mm dia D.I. K-9 |
| 11 | 100 mm dia D.I. K-7 |
| 12 | 150 mm dia D.I. K-7 |
| 13 | Providing & Laying D.I. special of class K-12 suitable for push on jointing as per IS:9523-2000 |
| 14 | Up to 600 mm dia |
| 15 | Providing & Laying D.I. special of class K-12 suitable for mechanical jointing as per IS:9523-2000 |
| 16 | Up to 600 mm dia |
| 17 | Supply of all materials, labours, T&P etc and construct anchor / thrust blocks as per type design complete of following sizes |
| 18 | 0.6m x0.6 m x0.6 m |
| 19 | Providing & Fixing D.I D/F Sluice Valve confirming to IS:14846-2000 in position including all material , labour, T & P etc. complete.PN-10 |
| 20 | 100 mm dia |
| 21 | Providing & Fixing D.I D/F Scour Valve confirming to IS:14846-2000 in position including all material , labour, T & P etc. complete.PN-10 |
| 22 | 100 mm dia |
| 23 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice & Scour valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 24 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 25 | Providing, House Service Connection (Single service connection) from Ductile Iron distribution main to property limit, including supply and fixing of brass ferrule conforming to IS:2692 , clamp saddle of non-corrosive Engineering Plastic (Polyethylene) body moulded with Stainless steel threaded metal insert for tapping outlet. The stirrup metal plate shall be duly embedded in the plastic body, except at the place of nut-bolt lugs. Threading size and dimensions shall conform to IS: 554. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side and align with the hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved).Saddle straps shall be made of Engineering plastic (Polyethylene of PE 100 Grade). Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal, which increases with increase in the line pressure. Gasket shall be gridded mat, with tapered ends, with the outlet section having ring contacting the saddle body multiple rings contacting the pipe, preferably with a Stainless steel reinforcing ring insert moulded to prevent expansion under pressure. Stainless Steel Type 304, NC rolled thread, Tightening torque for ½” (M12) nut-bolt: 14g.m and for 5/8” (M 16) nut-bolt: 21-23 kg.m. Drilling the DI pipeline shall be through the chain and rachet mechanism and the drill hole shall be perpendicular to the axis of the DI pipeline, including supplying and laying GI(M) pipe upto the property limit of both sides of road including supplying and fixing PP compression fitings such as Metal Insert Female Thread Adaptor with SS304 material (2nos), Double compression elbow with compression on both sides (4 nos) complying to ISO14236-2000 and GI plug-in for closure of ends/GI Pipe with union (heavy duty class) to joint with existing connectiion. All pipes and fittings shall be PN16 rating including transportation, loading and unloading at site, all labour, tools, equipments etc. including cutting of road surface, earthwork, refilling and restoration of cut road surfaces with 100mm thick PCC M15(1:2:4) complete in all respect including connecting new house service pipeline to existing/new legal house connection after commissioning the distribution pipeline as per the drawing and as directed by the Engineer-incharge. |
| 26 | P/F multijet domestic mechanical Water Meter Class-B, dry dial, magnetically coupled, temper proof confirming to IS: 779-1994 or ISO: 4064 IP68 in position including all material labour, T&P etc complete. |
| 27 | 15 mm |
| 28 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 29 | Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 30 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 31 | Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels,rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications |
| 32 | Disposal of surplus excavated earth including loading & unloading and lead upto 5.0 km complete in all respect |
| 33 | Construction of Pump house (3.0m x 3.5m) as per type design |
| 34 | Construction of Boundary wall as per type design. |
| 35 | Construction of recharge pit of size 1.2 m dia including 230 mm brick work with 1:6 (1 cement : 6 coarse sand) upto depth 0.55 m including supply of filter media construction of bore of 150 mm dia and 13 m deep. |
| 36 | Construction of TubewellTransportation of Rig Machine, Air compressor O.P unit camp equipages, connected T&P & necessary material required for drilling up to site of work, including loading, unloading etc. complete. |
| 37 | Errection and Leveling of Rig Machine and barricading at site of work |
| 38 | Dismantling of Rig Machine & Clearance of site after satisfactory completion of work. |
| 39 | Drilling of borehole from GL to 160 mtr. BGL |
| 40 | Preparing & Lowering of tubewell assembly starting from G.L to the required depth including cutting, welding as required at site complete with all T&P required . |
| 41 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Plain pipe |
| 42 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Slotted pipe |
| 43 | Supply & fixing of 300 mm dia, 8 mm thick tubewell cap. |
| 44 | Supply & fixing of 300 mm dia M.S.D.I housing clamp and Girder Set. |
| 45 | Supply & fixing of 300 mm dia Bail plug. |
| 46 | Supply & Shrouding of Pea gravel in between bore & tubewell assembly to the entire depth of tubewell. |
| 47 | Development of tubewell by 350 PSI/1100 CFM Air compressor. |
| 48 | Development of tubewell by the suitable capacity O.P unit including supply & installation of pumping plant. |
| 49 | Geohydrological survey of site by resistivity method |
| 50 | Chemical & bacteriological testing of water sample as per IS :105000:2012 |
| 51 | SITC of Pumping plantSITC of Submersible pump-set of 350 lpm cold and clear water against a total head of 110 mt with motor of suitable capacity to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete. (One No.as spare) |
| 52 | SITC of variable frequency drive (VFD) heavy duty upto 30 HP submersible motor with MS enclousre (01 no. spare) |
| 53 | Providing, installation and commisioning of power coated and CNC fabricated control panel upto 30 HP submersible pump set, 14 SWCG CRCA sheet thickness of energy saving variable frequency starter of 30 HP heavy duty which will operate submersible pump comprises of F-MCCB AMP, Spreader links, rotary handles, red, yellow, blue and amber indicatores, current transformers (CT's), multi function meter which will indicate PF, THD, current, voltage, KWH and KVar, etc. MCB's voltage protection devices, surge protection devices which will handle type 1 and type 2 surges, control transformers to provide proper phase and neutral to the control devices in panel, selector switches, input choke for upto 30 HP control contactors and main contactors at the output of VFD, terminal blocks, power and control wiring to the entire panel. |
| 54 | Supply of 6 Sq. mm PVC insulated 3- core submersible cable. |
| 55 | MCCB 63 Amp. with enclosure box with combinable polycorbonate insulated material suitable for shock proof, rust proof corrossion proof material and class-II safe IP 65. |
| 56 | Supply of jointing material such as lugs, tapes etc. |
| 57 | Earthing with GI earth plate 600 mm x 600 mm x 6 mm including accessories, and providing masonry enclosure with providing and fixing 25 mm x 5 mm GI strip on surface or in recess for connections with charcoal, salt as required for pumping plant equipments, servo voltage stablizer & separate for nutral of MCCB |
| 58 | Supply of 100 mm dia. MS column pipe assembly main piping, valves & specials :- |
| 59 | 100 mm dia MS column pipe assembly having thickness 5.4 mm duly flanged complete. |
| 60 | 100 mm dia C.I. D/F sluice valve with hand wheel PN-1.6 |
| 61 | 100 mm dia C.I. D/F Reflux valve PN-1.6 |
| 62 | M.S.D.F. bend 90º × 100 mm dia - 2 nos100 mm dia M.S.D.F. distance piece 2 mtrs. length - 1 No.100 mm × 100 mm × 100 mm M.S.A.F.Tee - 1 No.100 mm dia. MS DF distance piece 3.0 mtr. Long.-2 Nos.Ventury (100 x 65 mm) - 1 No.100 mm dia MS DI clamp heavy duty - 1 Set.M.S.T/W Cap (100 x 300 mm) - 1 No. Nuts, bolts, rubber / fiber packing for jointing above pipes & specials - 1 set. |
| 63 | Supply of 100 mm dial pressure gauge with control cock and fittings of range 0-20 kg/cm2 - 1 No. |
| 64 | Supply of tools required for maintenance of pumping plants (DE spanner set - 1 Set,Ring spanner set - 1 Set,Screw drivers - 2 Nos.Pliers - 1 No.Hammer - 1 No.Pipe wrench 14\\" - 1 No.Screw wrench - 1 No.Chain wrench 150 mm dia - 2 Nos. |
| 65 | Digital clamp type Earth resistance meter |
| 66 | Supply of chain pulley block of 5 tonne capacity 4.5 mtrs. lift complete with travelling trolley. |
| 67 | Supply of rubber resistance sheet of size 1 m × 2 m × 0.025 m. |
| 68 | Supply of suitable capacity chlorinator dozer pump with automatic funtioning, RS 485 port & with stand by pump & storage tank - |
| 69 | Acessories of above pump set as following |
| 70 | Injector and NRV with PVC pipes etc. |
| 71 | 200 Ltr.Capacity PVC tank. |
| 72 | Starter cum panel |
| 73 | Single phase automatic stabilizer |
| 74 | Chlorine testing kit |
| 75 | Supply of Sodium hypo-chloride (Naocl) solution. |
| 76 | Testing of pumping plants against guaranteed figures of Schedule 'E'at site |
| 77 | Painting of entire installation with 2 coats of super enamel paint as per direction of Engineer-In-Charge of works. |
| 78 | SITC of 3 phase rolling contact Servo voltage Stabliser indoor type (voltage range 280-460 V) 60 KVA |
| 79 | Supply & Laying of cable 50 sq. mm Al. conductor 3.5 core armoured cable. (For Servo, Power connection & DG set) |
| 80 | SIPC of TPN terminal box of 63 Amp capacity complete with cable termination with change over switch including supply of required cable |
| 81 | Automation of Pumping plant |
| 82 | IOT software & centralized cloud based system complete with data based server, data transfer GSM/GPRS modem sim, IOT platform licenses or subscription and development/customization of control software suitable for managing the storage, processing analysis of vast amount of real time data by a web based interface. APIs and other tools including memory card for storage data for a minimum of 30 days in case of power failure/loss of connectivity complete with earthing of all equipments with PLC panel capable to communicate and control remotely located instruments and 7\\" HMI screen to locally monitor and control instruments. |
| 83 | S/F of data communication gatway devices for data acquisition and communication gatway devices for data acquisition and communication to IOT based cloud server centralized system with stand protocol using wi-fi / GPRS ethenet for atteast 02 months data back up with all accessories with IOT based Wireless Communication System with web based scada access |
| 84 | Over voltage & under voltage trip protection (350 V-450 V) |
| 85 | IOT based intelligent Pressure transmitter capable to communicate / transmit data to MIS as well as local control room servor for tubewell |
| 86 | IOT based Electro magnetic flow meter of 100 mm size capable to communicate / transmit data to MIS as well as local control room servor for tubewell |
| 87 | SITC of depth sensor for tubewell (upto 100 mt range) with non vented presure sensor, hydrostatic level sensor cable and necessary accessories complete as per technical specification hydrostatic level transmitter should be capable of transmitting data to existing SCADA system and M&E portal. |
| 88 | Online residual chlorine analizer with 4-20 mA output & RS485 communication, measuring range 0-10 PPM, ambient temprature - 10 to 700 c, cycle time & minute with LCD display, make- Horiba /E&H /Forbes marshal |
| 89 | CCTV camera with 2 MP, IP dome CCTV colour night vision, Dline 2 port POE switch full Giga, D link connector PVC box, complete wireless communication setup and 128 GB memory card. |
| 90 | UPS of suitable capacity for control supply of automation |
| 91 | IOT based Electro magnetic flow meter capable to communicate/transmit data to MIS as well as local control room server of 250/300 mm size for OHT main distribution line. |
| 92 | Signal cabling between RTU/PLC and field instruments including screened/unscreened & control copper cable, etc complete in all respect |
| 93 | SITC of ultrasonic type level transmitter for OHT complete with sensor cable and necessary accessories complete as per technical specification and should be capable of transmitting data to existing SCADA system and M&E portal. |
| 94 | Complete Installation and commissioning of automation work including all accessories. |
| 95 | Cost of internal and external electrification of pump house. |
| 96 | Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required. |
| 97 | Wiring for circuit/submain alongwith earth wire with the 2x2.5 sq. mm + 1x2.5 sq. mm earth wire size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required. |
| 98 | Wiring for circuit/submain alongwith earth wire with the 2x4 sq. mm + 1x4 sq. mm earth wire size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required. |
| 99 | Supply and fixing of metal box of 180 mmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required. |
| 100 | Supply and fixing of 6 Way double door way S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/ RCCB/Isolator) |
| 101 | Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C series MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required. |
| 102 | Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required. |
| 103 | Supply and fixing of 20 W LED tubelight complete in all respect (Bajaj / Philips / Equivalent make) |
| 104 | Supply in fixing of LED external lighting luminaires with mounting bracket etc. complete. |
| 105 | Trial & Testing of Pumping plant with automation for a period of 3 months including cost of all consumables excluding electricity |
| 106 | Operation & maintenance of all electro-mechanical works for a period of six months after trial & testing period excluding electricity. |
| 107 | Unforseen items such as caution board, danger plate,rubber gloves,rubber shoes and fencing of sevo voltage stablizer and double pole structure with inspection by Electrical inspector etc. complete. Please Enable Macros to View BoQ information |
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