Indian Tenders

Tender Notice

TDR 55257192
Tendering Authority Orissa Lift Irrigation Corporation Limited
Tender No 01/2026-27 OLIC (BAM)
Tender ID 2026_OLIC_128504_9
Tender Brief Tender For Revival & Energisation Of Gumma-Iii R/L L.I. Project Under Sanakhemundi Block In Ganjam District Out Of State Plan Grant 2024-25
City Ganjam
State Odisha
Document Fees INR 7080 /-
EMD INR 13120.0 /-
Tender Value INR 13.12 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Revival & Energisation Of Gumma-Iii R/L L.I. Project Under Sanakhemundi Block In Ganjam District Out Of State Plan Grant 2024-25

Key Dates

Publish Date 28-04-2026
Last Date of Bid Submission 08-05-2026
Tender Opening Date 11-05-2026

Contact Information

Company Name Orissa Lift Irrigation Corporation Limited
Contact Person Executive Engineer, L.I. Division, Berhampur
Address O/o the Executive Engineer, L.I. Division, Berhampur, Po- Panigrahy Pentho, Aska Road, Dist- Ganjam, Pin-760006

BOQ Items

Name of Work:- Revival & Energisation of Gumma-III R/L L.I. Project under Sanakhemundi Block in Ganjam District out of State Plan Grant 2024-25
Sl. No. Item Description
1Gumma-III R/L
2Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level in alluvial soil strata by Mud Rotary Rig drilling as required to suit the site condition as per the direction of Engineer-in-Charge including use of own rigs with its accessories, tools and plant and consumables etc for lowering of finished bore suitable for lowering of 200 mm dia GI/PVC pipes for housing, fitted with socket and with well screen as per the necessity for the soft, medium, hard and boulder formation (PVC casing pipes if required by the contractor to prevent collapse of over burden portion) including lower and withdrawing of casing pipe after drilling 200 mm to 450 mm dia in overburden portion including developing, lowering and conducting yield test etc complete
3Labour charges for slotting of 200mm dia PVC Pipe
4Cost of 200mm dia PVC blank pipe (sch-80)
5Cost of 200mm dia PVC cone
6Cost of 200mm dia PVC threaded end cap.
7Supplying of Benotonite Powder
8Supplying all labour, tools and plant and packing the bore with washed gravel (size P-6) around the pipes in good quality including cost of gravel etc all complete as per the direction of the Engineer-in-charge.
9Cost, supplying of 200X80mm dia M.S.T/W Cap with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
10Earth work in hard soil for excavation of foundation including dressing and levlling the bed and depositing the soil within 50 mtr. initial lead and 1.5 mtr. initial lift as per direction of Engineer-in-charge.
11Filling in foundation and plinth with sand well watered and rammed including cost of sand as per direction of Engineer-in-charge.
12C.C(1:4:8) with 4 Cm. size H.B.G metal laying and hoisting etc. complete with curing as per direction of Engineer-in-charge
13Brick work with Fly ash bricks of (23cm x 11 cm x 8 cm ) in cement mortar (1:6) in foundation and plinth with curing etc.complete as per direction of Engineer-in-charge.
14Cement concrete (1:2:4) for R.C.C. works with 12mm size h.g.b. chips including hoisting and laying etc. complete with curing as per direction of Engineer-in-charge
15Providing & supplying of M.S.Rod for for M.S. Reinforcement for R.C.C work including cutting, bending, binding & tying the grills & placing in position including cost of binding wire etc.complete as per direction of Engineer-in-charge
16Rigid smooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. complete for Column base etc
17Rigid smooth centering and shuttering for R.C.C. works including false work and dismentling them after casting including cost of materials complete etc. complete for Slab,Column,Beam etc.
18Brick work with Fly ash bricks of size (23cm x 11 cm x 8 cm ) having crushing strength not less than 75kg./cm2 with dimensional tolerance + 8% in cement mortar (1:6) in Superstructure with curing etc.complete as per direction of Engineer-in-charge.
1912 mm thick cement plastering with cement mortar (1:6)over brick work with curing etc.complete.as per direction of Engineer-in-charge.
20Cement Punning over the cement plastering with curing etc.complete.as per direction of Engineer-in-charge.
21Filling F & P with excavated materials, earth, moorum including watering and ramming as directed by the Engineer-in-charge.
222.5 cm artificial stone flooring with cement concrete (1:2:4) including punning using 12mm size hard broken granite chips etc. complete with curing as per direction of Engineer-in-charge
23Wall painting 2 coats with plastic emulsion paint of approved shade on new work to give an even shade over a coat of Primer & two coats of White washing including cost of paint,Primer & shell lime etc. complete as per direction of Engineer-in-charge
24Providing ,fitting & fixing of shutter plate with 18SWG MS Sheet confirming to IS No.6248/7 framed with 32mmx32mm angle iron chowkhat of following size and including all costs,taxes etc complete with priming & painting as per satisfaction of Engineer-in-Charge. Window= (0.90x0.90) sq.mtr & Door=(0.90x1.80)Sqm
25Providing electrificaton to the Pump chamber by wiring the room with required item of materials including cost ofmaterial,labour,T& P etc. complete as per direction of Engineer-in-charge.
26Painting and lettering of project name & PP Name over the walls with all costs
27Cost of painting and lettering the detail salient features of project over the masanory sign board etc. complete as per direction of Engineer-in-Charge
28Cost of Installation lowering of Submerssible pump set, delivery fitting ,electrical installation & energisation & water trial etc.with Labour Charges for cutting, threading of G.I.Pipe, cost of cosumable materials such as Nut & Bolt , Rubber Insertion,white lead paint etc. including transportation charges of T&P materials like Chain Pully Block, Tripod pipes, Chain Tounge etc. complete as per direction of site Engineer in-charge. .
29Supply the hard copy & soft copy of 3 stage GPS & Date Photographs of the project(Pre Photographs- 3Nos, Ongoing Photographs-5nos and Post Photographs-20nos etc.complete as per direction of site Engineer in charge.
30Earthwork in excavation of foundation in all kind of soil with initial lead and lift including rough dressing and levelling the bed and depositing the excavated materials within initial lead at nearby the worksite for reuse including breaking clods and stacking rubble for spreading and leveling as the case may be etc complete as per direction of the Engineer-in-charge. (Excavation by mechanical means 60% & manually 40%)
31Back Filling the Pipe line trenches with excavated materials in layers not exceeding 0.30m including breaking clods within initial lead including leveling the tranches as the case may be etc complete as per direction of the Engineer-in-charge.
32Conveyance of 160mm dia PVC pipes from stack yard to working site and Supplying all materials, labour, T&P for jointing of the same pipes as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge
33Rigid UPVC pipe of 160 mm dia Ivory grey in colour having specific gravity of 1.4 to 1.46 Gm / CC of straight length of 6 M for portable water supplies confirming to IS 4985 / 2000 of BIS - Amendment - 2 Read with Table - I , of IS specification bearing ISI Mark for working presure of 2.5 Kgf/Cm2 as per latest amendment of ISI 4985 including cost of coupler for plain ended pipes or one end plain & other bell ended. The pipe should be tested by CIPET & each pipe should be clearly & indebile marked ink or Stenciled conforming to IS 4985/2000 including transportation and laying at site all complete. (The Rate inclusive of CIPET Testing Charges)
345 HP/3.75 KW Energy efficiency Submersible pumpset of total head 25 mtr having 500 LPM discharge of reputed brand with BEE 3 Star rated energy efficiency suitable for 200 mm dia tube well as per IS specification with 2 pair U-Clamps & 30 mtr of 4.00 sqmm flat cable and Impeller of Bronze grade LTB-2 of IS 318/1981 confirming to IS specification including all cost, conveyance, cess etc complete but excluding cost of GST
35Automatic Star Delta starter sheet steel enclosure suitable for operation of squirrel cage Induction motor upto 10HP (8-13) with 16. Amp (AC-3) contactor at 415 volt +6%-15%, 3 phase, 50 Hz, AC supply with suitable overload relay & No volt coil with electric pnemutic timer suitable for operation at voltage range of 300-440 volt
3632 AMP Triple Pole Mainswith confirming to IS No.4064(Part I & II) with ISI marking of reputed company with utilisation capacity cagegory AC- 22 of approved brand of ISI marked including all cost, conveyance, cess etc complete but excluding cost of GST
373KVAR Power Shunt Capacitor with ISI mark of of reputed approved brand of ISI marked including all cost, conveyance, cess etc complete but excluding cost of GST
383x10 sqmm PVC insulated (HD) tropoder armoured Electric Cable with alluminum conductor for use in 3 phase power system of working voltage upto & including 1100 volts at 50Hz confirming to IS 7098 (Pt-II) of approved brand of ISI marked including all cost, conveyance, cess etc complete but excluding cost of GST
3980mm dia nominal bore G.I.pipe having wall thickness 4.5mm electrical resistance welded of medium class confirming to IS- 1239(part-1/2004) with latest ammendments, screwed at both ends as per IS-554 with socketed at one end and the other end protected with plastic threaded protector including its transportation and unloading at L.I.P. site. The socket confirming to ISI 1239(part II/1992) with latest ammendments in random length of 4 to 7 mtr.Each pipe should bear IS certification and manufacturers name/trade mark.
4080mm dia G.I.Bend ( Medium Duty) conforming to IS No-1239 (part II/1992) with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
4180mm dia G.I.Flange (Medium Duty) conforming to IS No-6392/1971 with ISI mark of reputed company including all cost, conveyance, cess etc complete but excluding cost of GST
4280mm dia G.I.Socket (Medium Duty) with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
4380mm dia G.I.Nipple ( Medium Duty) with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
44Cost, supplying of M.S T/W Clamp (Pair) 100mm dia with ISI mark of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
45160 mmX110mm dia PVC Reducing Socket (6Kgf/Cm2)
46160 mm dia PVC End Cap(6Kgf/Cm2)
47160 mm dia PVC Equal Tee(6Kgf/Cm2)
48Cost, supplying of 160mmx160mmx110mm dia Weldless G.I.Tee (3.6mm thickness) with bend, closing and opening arrangement of reputed brand including all cost, conveyance, cess etc complete but excluding cost of GST
49Construction of 3 phase 11 KV line as per REC standard confirming to IE Rules 1956 with 300 kg 9Mtr long PSC Pole(IS: 1678-1998) with 55 mm² AAA Conductor , 11 KV \\"V\\" Cross arm (10.2 k.g. each), with required No.of 11 KV T & C Disc. Insulators 70KN in tension point & 11 KV Pin insulators, Couping & Padding of Poles. 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. with a cut point including cost of all materials, labour transportation,inspection & commissioning etc. complete.
50Construction and erection of 11 /0.4 KV , 25 KVA Double Pole mounted Substation with BIS Energy Level-II 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 M.S.Channel (9.2 kg/mtr), Transformer belting on 2.80 M long 50 X 50 X 5 mm M.S.Angle(4.5 kg/mtr),, (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 75 X 40 X 6 mm M.S.Channel and supported by 1.0 M long 50 X 50 X 6 mm M.S.Angle, with 3 No. 11 KV Lightening Arrestors & Distribution box for 25KVA S/S, G.I.pipe earthing with 25X5mm G.I.Flats including cost of 25 KVA 11/0.4 K.V. 3 star rated Transformer , 35 Sqmm 3 ½ Core PVC Cable - 40 mtr, couping & padding of Poles, Danger board at each Pole, Anti climbing Devices & all other necessary fittings i.e required size Nuts & Bolts, Brackets, Cable, Cable Sockets etc., including cost of all materials, labour , transportation complete with liasioning for testing inspection & commissioning.
51Earthing installation with required earthing materials like charcoal, common salt, conduit pipe, soft solder alcaps ,nuts & bolts, cable socket etc. including excavation of earth pits 2 Nos of size 1200mm X1200mm X 3000mm for fixing of earthing pipe 2 Nos of size 30mm dia X 3000 mm length with required slotting in pipes & fittings with 30 mm dia G.I.Flange etc. includidng excavation of earthing trench for laying of earthing G.I.Wire & filling the Trench Pits after fixing of pipes on completion on earthing work and pannel wiring with required 4mm2/2.5mm2 PVC coper wire including supply & transportation of materials to work site as per the direction of site Engineer in-charge.
52Construction of Boundary wall of (3.60mx 3.0 )Sq.mtr around the sub station by providing 4no of 35cmx35cm pillars and rest walling with brick masonary having proper foundation as per the drawing including Sand filling and metal spreading inside the boundary , Fixing of MS grill gate of size 1.5mx1.5m with 35x35x6mm angles and 25x6mm flats etc. as per direction of Engineer-in-charge.
53(i) Earthwork in excavation in hard soil within initial lead & lift including dressing and levelling the bed etc. complete.
54(ii) Filling of sand in foundation and plinth well watered and rammed
55(iii) C.C (1:4:8) using 4cm H.G metal
56(iv) Brick work with Fly ash bricks in CM (1:6) in F&P including cost, conveyance & Royalty etc.
57(v) C.C. (1:2:4) using 12mm HG chips at Plinth
58(vi) 12mm thick C.P in C.M (1:6) over brick work with racking of joints
59(vii) Filling the foundation and plinth with excavated materials
60(viii) Cost of MS Gate with 35x35x6 mm Angle & 25 x6 mm Flat including priming & Painting etc complete
61(ix) Metal Spreading inside the boundary Please Enable Macros to View BoQ information

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