Odisha Lift Irrigation Corporation Limited Tender

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The OLICL has issued a formal invitation for competitive bids for the Odisha Lift Irrigation Corporation Limited project, for Revival Of Hundula-i, Ii And Iii L.i. Project Under Keonjhar Block In Keonjhar District in Kendujhar, Odisha, with an estimated contract value of Rs. 45,08,014. The bid opening date for this tender is 17-03-2025 and the last date for bid submission is 24-03-2025. Interested bidders for Odisha Lift Irrigation Corporation Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Odisha Lift Irrigation Corporation Limited - OLICL Tender

Opening Date17 Mar 2025
Closing Date24 Mar 2025
Tender Amount₹ 45,08,014.74 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Revival Of Hundula-i, Ii And Iii L.i. Project Under Keonjhar Block In Keonjhar District

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BOQ Items

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Cost of Rubber Insertion

87

58

5046

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Construction & erection of one 11/0.416 one 25KVA D.P.mounted Sub-Stations of different capacity confirming to RE Rules,1956 mounted on 2.44 Mtr. Long structure, supported in 330 Kg. 10 Mtr. Long PSC pole, transformer hard channel & top channel made 0f 2.8 Mtr. Long 100x50x6 mm M.S. channel, transformer belting on 2.8 Mtr. long 50 x 50 x 5 mm M.S. 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 2.8M long 75x40x6 mm M.S. Channel and supported by 1.0 mtr. long 50x50x5 mm M.S. Angle with 3 nos. 11 KV lightening Arrestors and Distribution box , Pipe earthing(F-2), including cost of 50 sqmm 3.5 Core PVC cable carping & padding of Poles, Danger board at each Pole, Anti Climbing Devices & all other necessary fittings i.e. required size Nuts & Bolts, Brackets, Cable sockets etc. including cost of all materials, labour, transportation complete with liasioning for testing, inspection and commissioning including parapet wall (bricks) fencing . 25 KVA - BEE 1 Star rating with BIS Level-II

1

321830

321830

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Painting two coats with any approved paint including cost of paint over primer coat of the iron door.

44.28

148

6589.75

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100mm dia C.I.Double Flanged Non Return Valve swing type PN-1.0 (IS-5312(Part-I-2004) with bypass arrangement with ISI mark of reputed brand including all cost, conveyance, cess etc complete

3

6081

18245.04

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Finishing walls with water proofing cement paint of out side

150.24

45

6823.9

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1st class C.B. brick masonary in cement mortar (1:6) in F&P.

7.65

5749

43982.83

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Cost supply of 55 mm Ø kiliskore make CI Air release valve PN 1.6 with saddle and riser pipe confirming to IS 14845 with is mark including all cost convency, cess, etc complete but excluding cost odf GST

3

2479

7438.74

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Rigid & smooth centering and shuttering including cost carriage of all materials

293.26

569

167040.9

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Filling F & P with excavated materials, moorum including watering and ramming

48.37

150

7279.2

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Painting of red oxide for priming over iron door including cost of red oxide and labour etc. complete

31.38

57

1819.73

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Electrical earthing with 40mm dia medium duty G.I. earthing pipe (of each 3m)with earthing installation including cost of all materials such as No 6 GI wire,G.I.flange, charcoal, salt, souldering lead etc. including transportation as required as per direction of engineer-in-charge.

6

4000

24000

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2.5 cm thick A.S. flooring with cement concrete (1:2:4) including punning using 12 mm HG Chips.

20.13

398

8015.16

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Construction of 3 phase 11 KV line as per REC standard confirming to RE Rules 1956, with 330 Kg., 10 mtr. Long PSC pole support in 50 mtr. Span., 55 sqmm insulated conductor with double disc arrangement, 11 KV “V” Cross-Arm with required nos. of 11 KV B & S disc insulator and 11 KV Pin-Insulator carping and padding of poles, danger board at each pole anticlimbing device and rubbing (spike) stay set at each bending point and double stay at end point with 18mm GI HT stay concreting of stay with anchor plate etc. Including cost of materials, labour, transportation, inspection and commissioning etc. complete including painting in navy blue colour band with inscription of OLIC in each pole.

0.12

816756

98010.72

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3x16 sqmm PVC inuslated (heavy duty) armoured Aluminium Tropader Cable confirming to IS-1154 Part-I/1988 including laying below 0.60 mtr. of the ground and filling the excavated materials including watering and ramming .

160

124

19840

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Cost of Iron door (size 1.2x1.98 M) 1 no.

300

80

24000

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Cost of Nut Bolt

87

90

7830

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Motor hood cover of 18 gauge C.R. sheet with double coat painting over one coat primer, so as to cover the motor.

3

742

2226

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Supply of small T&P kit comprising of hand gloves-1 pair,tester-1 no, 8 inch cutting plier -1 no, 12 inch sly wrench-1 no, 12 inchScrew driver-1 no. , 24/27 & 21/23 De spanner-2 nos., 24/27 & 21/23 Ring spanner- 2 Nos. (Taparia)

3

1530

4590

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Distempering two coats to walls with distemper of inner side

125.85

82

10323.48

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Earthwork in excavation of foundation in hard soil such as Hard stiff clay, stiff black cotton, hard red earth, shales, moorum ordinary gravels etc within 50m.Initial lead and 1.5m. Initial 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%)

1245.6

123

153781.78

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12 mm thick cement plastering in cm (1:6) in F & P over brick work.

442.85

185

82130.96

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Cost of supplying of 160 mm x 160 mm x 100 mm Ø weldless GI Tee (3.6 mm thikness) with bend closing and opening arrangment of reputed brand including all cost, convenyance cess etc complete but excluding cost of GSTwith accessories

20

4959

99183.2

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Cement Concrete (1:4:8) with 4cm size HG crusher broken metal of approved quality from approved quarry with ramming watering and curring etc.

12.41

5293

65693.95

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Filling in F&P with excavated materials in layers not exceeding 0.30m including breaking clods within 50m. initial lead including leveling the tranches as the case may be etc complete as per direction of the Engineer-in-charge.(Quantity by means of Mechanical 60% & mannually 40% i.e. of respective item No. 2 above)

1245.6

68

85099.39

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Cost of 7/20 PVC wire.

90

44

3960

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Cost of 4 KVAR Capacitor

3

1671

5013

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Labour charges for Suction and delivery fitting including fitting of priming Tee, sluice Valve, NR Valve, air release valve and riser Tee etc and installation

3

4000

12000

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Cost of 100 mm dia C.I. Screw base footvalve

3

1159

3478.02

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Supplying & fitting of 100mm dia normal bore G.I.Pipe conforming IS-1239(part-I/2004) with latest amendement,screwed at both ends as per I S-554 socketed at one end and other end protected wih plastic threaded protecter,the socket conforming to IS-1239(part -II/1992) with latest amendement on randum length to 4to 7 mtr.& complete as per direction of engiener-in-charge.

72

1236

89030.16

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Cost, Supplying of ISI marked High Density Polythelene (HDPE) Pipes for water supply as per IS 4984/2016 in the following Nominal diameter, Grades of materials, Pressure rating including the rates of ex-factory, transportation, pre & post inspection, Cess etc complete but excluding the cost of GST. 160mm Ø HDPE Pipe PE 80-PN 4

2076

455

945680.28

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Laying and fitting of 160 mm dia HDPE Pipe

2076

342

710760.12

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160mm dia MS Flange

76

825

62700

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12.5 HP star rated monoblock centrifugal pump set having 0.028 cm sec at total head of 21 mtr. capable to discharge 1700LPM with15 HP/11 KW squirrel cage induction motor fitted with companion flanges and class-"F" insulation suitable for operation 415volt +6%-15%, 3 phase ,50 Hz AC power supply and full load current with size of suction and delivery 100mm x 100mm dia with overall efficiency 60-65. The materials of construction is as given below .a)Casing -F.C-200 as per IS 210/1978. B) Impeller- Bronze grade LTB-2 of IS 318/1981. C) Shaft- High carbon steel grade 40c8 of IS 1570 (PART-2) . D) Gasket- As per IS 5120/1977. and the pump sets must be as per IS-9079/2002 of reputed brand (Lubi/ Kirloskar) having wide dealership net work for easy availability of spares.

3

41333

123999

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Cost of Misc. Welding charges for "Z" Joint, "S" bend, "Y" Joint etc.

36

265

9574.56

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Cost of 63 Amp -400 V.T.P Main Switch confirming to IS No.4064

3

3141

9423

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160 MM HDPE Tail piece 160 mm long

64

829

53079.04

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Supplying,fitting,placing uncoated HY. Sd. Bars reinforcement etc. complete for RCC work including cutting bending,binding tying the grills, placing in position including cost of binding wire.

20.51

8946

183490.87

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Cost of 100 mm dia G.I.Bend IS No. 1239 ( Part-II/1992)

15

825

12375

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Cost of 150 mm Ø CI Butterfly Valve BS 5155/15 kiloskore or equvqlqnt 13095- CI MOC lever opreted PN-1.0 with IS mark reputed including all cost convence cess excluding GST etc

11

4200

46200

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Cost of 100x100x25 mm G.I.Tee with plug for priming

3

750

2250

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Cost of water ball Valve with union and nipple along with 50mm dia G.I shortpiece

6

1200

7200

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Cost of 100 mm dia G.I. Socket

3

352

1057.95

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100mm dia C.I.Sluice Valve Flanged type PN-1.0 as per (IS-14846-2000 Standard) with ISI mark of reputed brand including all cost, conveyance, cess etc complete

3

6897

20691.36

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Cement concrete (1:2:4) with 12mm size black HG hand broken chips of approved quality from approved quarry for RCCwork including hoisting & laying with ramming watering and curring etc. Complete including cost,taxes, royalty conveyance charge of all material to worksite, supply of cement T&P required etc complete as per the direction of the Engineer-in-charge.

22.96

7380

169466.84

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Hundula-I,II and III LIP

-

-

-

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2.5 cm thick grading concrete (1:2:2) on roof slab

32.49

379

12337.75

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Cost of 15 HP Control pannel with auto star delta starter & MCB

3

15429

46287

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Construction & erection of one 11/0.416 63KVA D.P.mounted Sub-Stations of different capacity confirming to RE Rules,1956 mounted on 2.44 Mtr. Long structure, supported in 330 Kg. 10 Mtr. Long PSC pole, transformer hard channel & top channel made 0f 2.8 Mtr. Long 100x50x6 mm M.S. channel, transformer belting on 2.8 Mtr. long 50 x 50 x 5 mm M.S. 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 2.8M long 75x40x6 mm M.S. Channel and supported by 1.0 mtr. long 50x50x5 mm M.S. Angle with 3 nos. 11 KV lightening Arrestors and Distribution box , Pipe earthing(F-2), including cost of 50 sqmm 3.5 Core PVC cable carping & padding of Poles, Danger board at each Pole, Anti Climbing Devices & all other necessary fittings i.e. required size Nuts & Bolts, Brackets, Cable sockets etc. including cost of all materials, labour, transportation complete with liasioning for testing, inspection and commissioning including parapet wall (bricks) fencing . 63 KVA - BEE 1 Star rating with BIS Level-II

1

386161

386161

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Cost of 160mmx100 mm GI Reducer

3

817

2451

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Cost for Electrical installation and energisation in complete shape

3

3000

9000

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Construction of 3 phase 4wire LT line as per REC standard confirming to RE rules 1956, with 8 mtr long PSC pole 200 kg support in 40 mtr span with 3x35+1x25 sq mm AB cable including cost of all other fittings,petty materials, all labours,with liasion for inspection and commissioning complete as per the direction of the Engineer in charge & writting on the pole as per prescribed colour code etc complete as per the direction of site Engineer in charge.

0.24

522310

125354.4

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160mm dia HDPE end cap

15

117

1764.3

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160mm x160mm x 160mm dia. HDPE Equal Tee spigot desing 6 Kg

11

688

7568

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11 KV OH (3 ph 3 w) Road Crossing with 50 sq mm insulated Conductor

1

50380

50380

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Cost of painting & wrtitting over display board, painting the border of chajjah & cornish and writing pani panchayat message on wall of pump house as instructed by site in charge including cost of materials

3

2000

6000

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Earth work excavation in foundation & plinth in hard soil within 50 mtr. Initial lead and 1.5 Mtr initial lift including dressing and leveling the bed & depositing the soil with initial lead & lift as per direction of engineer-in-charge

48.37

270

13103.43

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1st class C.B. brick masonary in cement mortar (1:6) in superstructure

17.49

5782

101139.77



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