Tender For Installation And Energisation Of Paligunthsahi Rlp Under Odagaon Block In Nayagarh District Under Ridf-2026-27
Tender Value
Ref. Documents
Estimated cost
Bid Submission
26 Nov 2026
19 days left
EMD
27623
Bank guarantee accepted
Document Fee
7080
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nayagarh → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Installation And Energisation Of Paligunthsahi Rlp Under Odagaon Block In Nayagarh District Under Ridf-2026-27
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavation in foundation in hard soil with 50 mtr initial lead 1.5 m initial lift including rough dressing and breaking clods to 2 cm to 7 cm and laying in layers not exceeding 0.3 m in depth as per direction of Engineer-in-charge |
| 2 | Earth work in hard soil such as hard stiff clay,stiff black cotton, hard red earth, sheles, morrum,.ordinry gravelly within 50 meter initial lead and 1.5mt. Intial lift including rough dressing and breaking the clods and stacking rubble or spreading and levelling within the site as the case may be etc complete as per the direction of the department. Average Rate of Mannual & Machinery (60% mechanical + 40% mannual) |
| 3 | Filling foundation and plinth with sand watered and rammed as per direction of Engineer-in-charge. |
| 4 | Cement concrete (1:4:8) with 4 cm size h.g metal as per direction of engineer-in-charge. |
| 5 | Cement concrete (1:2:4) with 12 cm size h.g Chips as per direction of engineer-in-charge. |
| 6 | Brick work with Fly ash Brick (25cmx12cm x8 cm) having crushing strength not less than 35kg/cm with dimensional tolerance ± 5% in cement mortar (1:6) in foundation and plinth. |
| 7 | Brick work with Fly ash Brick (25cmx12cm x8 cm) having crushing strength not less than 35kg/cm with dimensional tolerance ± 5% in cement mortar (1:6) in super structure. |
| 8 | 12mm thick cement plaster (1:6 ) over brick masonary |
| 9 | Cement Concrete (1:2:4) with 12 mm size HG chips for R.C.C Works. |
| 10 | Supplying, fitting and placing oncoated HYSD (TISCON) bar reinforcement complete as per drawing and technical specification including cutting, binding, bending and cost of binding wire. |
| 11 | Rigid and smooth centering and shuttering for RCC work including false work and dismentalling them after casting including cost of materials complete. in foundation ( Plinth Bend ) |
| 12 | Roof Slab & Chajja |
| 13 | Rcc Wall |
| 14 | Filling F & P with excavated materials, moorum including watering and ramming as directed by the engineer-in-charge |
| 15 | Filling in F&P with excavated materials by means of Mechanical 60% & mannually 40% i.e. of respective item No. 1 above) |
| 16 | Cement washing one coat |
| 17 | Cost of Pump chamber wiring with all costs |
| 18 | Supply of M.S Door with door frame grill & Window with cost of priming, painting and fixing etc. In complete shape |
| 19 | Wall painting 2 coats with cement paint of approved shade on new work over coat of primer to give an even shade including cost of paint. |
| 20 | Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge. |
| 21 | 160mm Ø HDPE Pipe PE 80- PN 4 |
| 22 | 200 mm Ø HDPE Pipe PE 100-PN 6 |
| 23 | Transportation of 160 mm dia HDPE pipe from nearest approved manufacturing units as listed in EPM rate contract to village site of the project |
| 24 | Transportation of 200 mm dia HDPE pipe from nearest approved manufacturing units as listed in EPM rate contract to village site of the project |
| 25 | Supplying all materials, labour, T&P for jointing of 160 mm outer dia High Density Polythylene Pipes of specified material grade & pressure rating by butt fusion welding method as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge |
| 26 | Supplying all materials, labour, T&P for jointing of 200 mm outer dia High Density Polythylene Pipes of specified material grade & pressure rating by butt fusion welding method as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge |
| 27 | 12.5 HP Monoblock centrifugal pump set at total of 16mtr capable to discharge 1700 LPM squirrel cage induction motor fitted with companion flanges and class -F insulation suitable for operation 415 volt+6%-15%, 3phase, 50Hz AC power supply and full load current 15.6 amp with size of suction and delivery 100mmx100mm dia with overall efficiency 60 -65. The materials of construction as given below.a) Casing :F.C. 200 as per IS 210/1978 b) Impeller : Bronze grade LTB-2 of IS c) Shaft : High carbon steel grade 40c8 of IS 1570(Part-2)318/1981 d) GAsket : As per IS 5120/1977 and the pump sets must be as per IS-9079/2002 of reputed brand having wide dealership net work for easy availability of spares. |
| 28 | Supplying fitting fixing control pannel starter, BCH make with arrangement of volt meter, Amp, Meter mfitted with MCB control switch complete including indicator lamp with irrigation pannel bozard of apaproved design made out of 16gauge CR sheedt basement MS angle with double lock powder coat painting over one coat primere including fixing danager board with lucking devices and fixing of suitable stand for control pannel unit. |
| 29 | 6 KVR Capacitor |
| 30 | Motor hood cover of 18 gauge C.R. sheet with double coat painting over one coat primer so as to cover the motor |
| 31 | Motor base plate for fitting of pannel and pump as per sample as per direction of Engineer-in-charge. |
| 32 | 3 x 10 sqm Tarpodar Cable XLPE (Cross like polythylin) confirming to IS-7098 (Part-II) including laying below 9 mtr of the ground & fitting the excavated materials including watering & ramming. |
| 33 | 4.0mm2 HDPE single core copper Wire |
| 34 | 63/100 AMP 415 volt T.P. main switch confirming to IS 4064 (Pt-I & Pt-II) with utilisation category Ac-22. |
| 35 | Supply, fittintg and placing of 100mmdia Nominal Bore GI pipes having wall thickness 4.5 mm electrical resistance welded of medimum class confirming to IS-1239 (part-I/2004) with latest amendments, screwed at both ends as per IS-554 socketed at 1 end and other end protected with plastic threaded protector. The socket confirming IS-1239 (Part-II/1992) with latest amendments in rendom length of 4 to 7 mtrs. Each pipe should bear ISI certification and manufacturers name /trade mark. |
| 36 | Labour charges for fitting, fixing of suction, delivery fitting including M.S. Tee set, NR valve, Switch valve and Air release valve etc minor welding transportation of materials to site etc. including nut, bolt rubber insallation etc complete. |
| 37 | 100mm dia C.I. Screw base foot valve (Kirloskar make ) IS |
| 38 | 100mm dia G.I. bend IS No 1239 (Part-II/1992) |
| 39 | 100mm dia G.I. flange IS No 6392/1971 |
| 40 | 100mm dia G.I. Socket IS No 6392/1972 |
| 41 | 100 mm dia C.I. N.R valve IS No 5312 (Part-I) with ISI mark |
| 42 | 100x100x25mm dia G.I. Tee with Plug for Priming set |
| 43 | Cost of 160 mm dia End Cap |
| 44 | Cost of 200 mm dia End Cap |
| 45 | Cost of Nut Bolt. |
| 46 | Cost of Rubber Insuration. |
| 47 | Cost of 160mm x160mm x 110 mm GI Tee with accessories |
| 48 | Cost of Butter fly valve |
| 49 | Cost of 100mm dia Sluice Valve |
| 50 | Cost, supplying of 50mm dia Kirloskar make C.I double Air Release Valve PN 1.6 with saddle and Raiser pipe conforming to IS 14845 (SI) with ISI mark including all cost, conveyance, cess etc complete but excluding cost of GST |
| 51 | Cost of 200X200X160 mm Spigot moulded reducing HDPE Tee 10 kg |
| 52 | Cost of cement primer 1 ltr |
| 53 | Oil painting with approved colour two coats including cost of paint and labour charges |
| 54 | Cost of radium paint to be used in lettering 1 ltr |
| 55 | Cost of extra earthwork for laying of suction pipe in proper slope. |
| 56 | Photograph of before, during and completion of work. |
| 57 | Cost & Supply of tool kit (Sly wrench, DE Spanner, Tester,Gloves etc) |
| 58 | Construction and erection of 11 /0.4 KV , 25 KVA Double Pole mounted Substation with 5mtrx3mtrx1.5mtr height mesonary toe wall /G.I. Flat fencing boundary wall with Flat with Polymer insulator ,L.T Dist Box with MCCB , Aluminim bus bar of single bay with kitkat fuse , sand filling and metal spearding with M.S.Grill gate ,all Channel matrials should be G.I , 7 Nos earthing with chamber with 3mtr G.I pipe of 40mm dia with connecting of 25mmx 5mm G.I flat to all earthing including 25KVA BIS Leble-II Star rated Transformer confirming to RE Rules 1956, mounted on 2.44 Mtr. Long structure, supported in 300 kg 9 mtr long PSC pole,transformer hard channel & top channel made of 2.8 M long 100 X 50 X 6 mm G.I.Channel, Transformer belting on 2.80 M long 50mm X 50mm X 5 mm G.I.Angle, (all REC SPN Std.F-3) with all accessories like 3 pole 11 KV HG Fuse(F-5)& A.B.Switches(F-9) both mounted on 2.8 M long 75mm X 40mm X 6 mm G.I.Channel and supported by 1.0 M long 50 X 50 X 5 mm G.I.Angle, with 3 No. 11 KV Lightening Arrestors and Danger board at each Pole, Anti climbing Devices & all other necessary fittings i.e required size Nuts & Bolts, Brackets, Cable, Cable Sockets as per TPCOCL specification etc. including cost of all materials, labour , transportation complete with liasioning for testing inspection & commissioning, SITC and Erection of GI fencing/ brick masonary boundary wall 16 running metre with grill gate etc. complete but excluding cost of 6% supervision & inspection chargesas per specification of TPCODL etc complete. |
| 59 | Construction of 3 phase 11 KV HT line as per REC standard confirming to IE Rules 1956 with 300 kg 9 M long PSC Pole with 55 Sqmm AAA Conductor average span 40mtr , 11 KV \\"V\\" Cross arm required No.of 11 KV T & C Disc. polymer Insulators in tension point & 11 KV Pin Polymer insulators, Couping & Padding of Poles with all G.I.Channels. Danger Board at each Pole, Anti Climbing Devices, Stay Set at Bending point & double stay at end point with 18 mm G.I.H.T.Stay, concreting of Stay with Anchor plate, guarding at Road crossings etc if required including cost of all materials, labour, transportation, erection & commissioning, earthing with chamber etc complete. |
| 60 | Construction of 3 Phase L.T line as per REC standard confirming to RE rule 1956 with 300 Kg 8 Mtr long PSC pole support in 0.33M span length with 3x35mm² +1x25 mm ² LT, XLPE AB cable with coil earthing device, LT dead end clam, Suspension clamp with G I hook , stay accessories such as wire insulator , clamp etc. nut bolts, alongwith concreting copping & padding of poles and stayset as per direction of Engineer in Charge. |
| 61 | Electrical T.P. Box including labour chatges for installation and fittings of materials in the sub-station. |
| 62 | Electrical Earthing with 40mtr dia medium duty GI earthing pipe each 3 m longwith installation including cost of all materials like GI flange chorcoat, salf etc. as required as per I.E Rule |
| 63 | Other Electrical materials such as pvc tape.7/20pvc copper wire 3/20 pvc copper wire G.I flxible condite pipe no 6 GI wire copper cable socket GI socket and petty materials required for electrical installation. All materials should be as per IS including fitting charges and electrical installation & energisation. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender