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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.8 LAccepted-Finance AT INCHUDI PO INCHUDI PS KHANTAPADA DIST BALASORE | BALASORE | BALASORE | ODISHA | ₹26.8 L | L1 | Accepted-Finance Accept |
| 2 | L2₹26.9 L+₹6,361.53 (0.24%)Accepted-Finance AT BAMUNIDANGAR PO P S GUDARI DIST RAYAGADA | ₹26.9 L+₹6,361.53 (0.24%) | L2 | Accepted-Finance Accept |
Tender Value
₹28.9 L
EMD Value
₹28,916
Closing Date
23 Dec 2025, 5:00 pmClosed
E.E. L.I. DIVISION, BALASORE
O/O E.E. L.I. DIVISION, BALASORE
NUAPUR (ADIVASISAHI)
2025_OLIC_122811_134
Notice No. 05/2025-26 dt.05.12.2025
Open Tender
Civil Works - Lift Irrigation Schemes
Percentage
90 days
E.E. L.I. DIVISION, BALASORE
AS PER MENTION IN DTCN
3 documents required · 3 mandatory
₹7,080
₹28,916
Yes
19 Sept 2026
11 Dec 2025
24 Dec 2025
11 Dec 2025
23 Dec 2025
11 Dec 2025
11 Dec 2025 - 22 Dec 2025
Earthwork in excavation of foundation in hard soil including rough dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge.
Excavation in hard soil such as Hard stiff clay, stiff black cotton, hard red earth, shales, moorum ordinary gravels, within 50m. Initial lead and 1.5m. Initial lift including rough dressing and breaking clods and stacking rubble or spreading and leveling within the site as the case may be etc; complete.asper direction of the Engineer-in-charge.(Mechanical 60% & Mannual 40%)
Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge.
Cement concrete (1:4:8) with 4cm size black hard granite ( HB ) metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty conveyance charges of all materials to worksite, supply of cement T&P required etc. complete as per the direction of the Engineer-incharge.
Cement concrete (1:2:4) with 12mm size black hard granite ( CB ) chips of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty conveyance charges of all materials to worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge.
a. Fly Ash Brick masonary in cm(1:6) in foundation and plinth 25cm X 12cm X 8cm size
b. Fly Ash Brick masonary in cm(1:6) in Superstructure work( 25cm X 12cm X 8cm size)
2.5cm A.S. flooring with C.C.(1:2:4) including punning with 12mm size chips.
Rigid smooth Centering & Shuttering for R.C.C. works & dismentling them after 28 days of curing with all cost etc. complete (Roof Slab,Cornice,Plinth band,chajja) a) coloumn base & Gread beam
b) Lintel,chajja& slab
c) Pillar
Labour charge for M.S. reinforcement for R.C.C. work including cutting, bending & tying the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Steel Bar (FE 415/ FE 500)
10cm dry brick khoa well watered & rammed to receive A.S. flooring.
2.5cm thick D P C in Cement concrete (1 : 2 : 4) with 12mm hard granite chips(crusher broken)
12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as per the direction of the Engineer-incharge.
2.5 cm. thick grading concrete (1:2:2 ) on roof slab with 6mm size h.g chips on new work with all cost etc. complete .
Cement punning over plastering including watering and curing with cost, taxes, royalty conveyance charges of all materials to worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge.
Distempering two coats to walls with distermper of approved shade on new work to give an even shade including cost of distemper & labour etc. complete.
Finishing walls with water proofing cement paint of approved shade on new work ( 2 coats ) to give an even shade including cost of cement paint & labour etc complete.
primer for priming work including cost of primer etc complete.
Painting 2 coats with approved paint including cost conveyance charges of materials including supply of labour etc. required for the work complete as directed by the Engineer-incharge.
Filling the foundation and plinth with excavated material as per the direction of the Engineer-incharge.
Painting 2 coats with approved paint including cost conveyance charges of materials including supply of labour etc. required for the work complete as directed by the Engineer-incharge.
Cost Labor charges for fitting & fixing for M/S Door & Window Grill & Shutter
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.
Fitting 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 & all cost etc fitting & fixing of required nos. of HDPE Teee for outlet & shaddle & G.I. raiser, nipple for fitting of air valve, equal Tee etc. complete including conveyance of pipe from factory to work site & testing of pipe line etc complete as per direction of Engineer - in-charge.
Installation of 10 HP S/S pumpset by Lowering inside the TW & Fitting with the 100 mm dia G.I. pipe length 36 mtr including cutting threading of pipe & clamping over the support pillars by TW clamp & conecting it with the distribution HDPE pipe line laid in under ground including fitting of bends,flanges,sockets,valves & specials joint as required with nuts bolts,rubbers insection etc.including transpotation of materials completely as per the direction of the site Engineer in charge.
Fabrication of special joint including cutting and welding of pipes out of M.S. pipe / 100mm dia G.I.pipe including welding of flange at one end and other end suitable for connection to delviery pipe lines of pump sets including cost of cutting and welding, materials and fitting it in proper alighmentwith the deivery pipe line of pump sets etc. complete.
Earth work in excavation in hard soil including dresssing and breaking clods and laying in layer not exceeding 0.30 mtr depth.
Fitting of starter, mainswitch ,kitcut,Rotaryswitch in the pannel box and fixing the pannel box and panel foundation connecting tropodure cable with main supply line and S/S pumset including transpotation of materials to the work site etc completely including pump chamber Wiring
Making earthing with required earth materials like charcoal, common salt,conduit pipe, soft solder,alcape nuts and bolts,cable sockets etc including excavation of earth pits of size ( 1.20mx1.20x3.0m ) for fixing of earthing pipes of size 37.5 mm dia x 3.00 m length with required slotting in pipe and fitting with 37.5 mm dia G.I. lange including excavation of earth trench for laying of earth G.I. wire and filling the treanch and pit after fixing of pipes on complection of earth works including supply of all the materials including transpotation completely as per direction of the site Engineer in charge
Construction of outlet at Tank
100 mm Ø nominal bore G.I. pipe having wall thickness 4.5 mm electrical resistance welded of medium class confirming to IS - 1239 (pt-1 of 2004) with socketed at one end and the other end protected with plastic thread protector. The socket confirming to IS-1239 (pt-II/1992) with latest amendmewnts in random length of 4 to 7 mtrs. Each pipe should bear ISI certification & manufacturers name / Trade mark.
100 mm dia G.I. Bend IS No.1239(Part-II/1992)
100 mm dia G.I. socket confirming to IS No.1239 (pt-II/1992)
100 mm dia G.I. flange IS No.6392 / 1971
10 HP /7.5K.W.Submerssible Pumpset coupled with totally enclosed water cooled squirrel cage induction moter with delivery discharge 900 LPM at 25 mtr head with cable,cable clip,support clamp etc suitable for operation at 415+6%,-15 volt,3 phase,50 Hz,AC power supply as per the particulars mentioned in Annexure A enclosed with ISI mark
Supply of 160 mm Ø HDPE. Pipe PE - 80 ( PN-4) to deliver water at highest counter including transporation to work site in complete shape and handed over to Pani Panchayat Chairman or Secretary.
C I double flanged 100mm Non-return valve swing type PN - 1.0 as per IS:5312 part-I with by-pass arrangement
C I double flanged 100mm Sluice Valve Flanged type PN - 1.0 as per IS:5312 part-I with by-pass arrangement
50 mm Ø Air release valve with saddle & Raiser pipe. The air release valve shall confirm to IS 14845 with ISI mark.
160 mm HDPE End cap
160 mm HDPE Tail piece 160 mm long
160mm slipon flange
160x160x160mm dia HDPE Tee spigot design 6 kg
160 mm HDPE pipe End with 2 nos flange
Cost of 200x160 mm dia TW Cap
Cost of Safe quard
150mm dia C.I. Butter Fly Valve BS:5155/15: 13095-CI MOC Lever Operated PN-1.0 with ISI mark of reputed company.
Cost, 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
Control Pannel with Automatic Star delta Starter, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 10 HP with 16 Amp (AC -3) duty contractor at 415 Volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 8.9 to 13.5 Amp & no volt coil with electronic timer suitable for operation at voltage range of 300 to 440 V. The Starter should provide dependable protection against over load and single phasing fitted with Volt Meter,Ameter,MCB in complete shape including Indicator Lamp.
63 Amp Main Switch Triple pole & neutral of voltage range 440 volt of re-wirable fuse and shall confirm to IS 4064 part I & with ISI mark.
3 x 10sqmm Tropodar cable XLPE (Cross link polyethylin) conforming to IS: 7098 (Part-II) including laying below .9mtr. of the ground and filling the excavated materials including watering and ramming.
Electrical installation with electrical materials such as PVC tape,ampere tape,7/20 & 3/20 PVC copper wire,G.I flexible condute pipe,No.6 G.I wire copper cable socket and flange and petty materials etc.All matrials are as per IS. Specification
Cost of door & window grill &shutter
Labour 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 plants and all consumables (like coir rope, cotton waste and bentonite powder etc. complete) etc. for lowering of finished bore suitable for lowering (minimum 400 mm dia.) of 200mm dia ASTM-PVC Pipe for housing fitted with sockets and with or without well screen as per the necessity for the soft medium, hard and boulder formations (. GI/PVC casing pipes if required by the contractor to prevent collapse of over burden portion ) including lower and withdrawing of casing pipes after drilling 200mm to 450mm dia in over burden portion with filling of mud pit.(0 to 100.00 mtr)
Cost of 200mm dia PVC casing pipe ASTMconfirming to ISI (Sch.80)
Labour charges for cutting Transverse slot on 200 mm dia PVC ASTM pipe with slot size 1.5mm as per specification.
Cost of 200mm dia PVC Well Cap
Cost of 200mm dia PVC Cone
Cost of 200mm dia PVC Nipple
Supply of all Labour & T&P for lowering the 200mm dia (Sch. 80) ASTM PVC Pipes with or without slotted pipes as per the necessity from ground level & fitted & fixed up in perfectly verticaly position inlcuding cutting & threading of slotted pipe and fixing all jointing materials etc. complete. and keeping the top of the casing pipe threaded including plugging tube wells to prevent entry of foreign materials from above excluding cost of fitting & joining materials.
Cleaning and developing the production well using their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipments and labour as per the direction of Engineer-in-charge.
Supply of all labour& T & P for lowering the 200 mm dia ( Sch-80) ASTM PVC pipes as p
er the necessity from ground level & fitted & fixed up in perfectly vertically position including cutting & threading of soltted pipe and fixing all jointing materials etc complete and keeping the top of the cashing pipe threaded including plugging tube wells to prevent entry of foreign materials from above excluding cost of fitting & joining materials etc
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 80 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,inspection & commissioning etc. complete.
Construction of Interposing Pole with as per REC standard confirming to IE Rules 1956 with 300 kg 9 M long PSC Pole with 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, Anti Climbing Devices, including cost of all materials, labour transportation,inspection & commissioning etc. complete.
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 as per specification of TPCODL etc complete.
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