Odisha Lift Irrigation Corporation Limited Tender

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Odisha Lift Irrigation Corporation Limited - OLICL Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date28 Mar 2025
Closing Date5 Apr 2025
Tender Amount₹ 6,12,333 
Notes
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Costs

Description

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BOQ Items

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R.C.C. work in C.C. (1:2:4) including hoisting & laying & curring for 28 days using 12mm. Size clean black hard granite crusher broken chips of approve quality and from approve quarry including cost taxes conveyance charges of all materials to the worksite with supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.

0.27

9018

2435.01

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Rigid smooths centering and shuttering for RCC works including false work and dismentgalling then after casting including cot os materials complete. (a) RCC walls and fins including attached pillasters

3.11

1066

3317.93

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Labour charge for M.S. reinforcement for R.C.C. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Still Bar (FE 415/ FE 500)

0.11

8465

931.2

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Filling the foundation and plinth with excavated material as directed by the Engineer-incharge.

74.18

150

11164.09

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Supplying of 160 mm dia unplasticised rigid UPVC pipe ivory gray in colour having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS - Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I UPVC pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test ( Both Pre & Post inspection ) are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape.

98

214

21005.32

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Fitting of un plasticised 160mm dia PVC Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non-head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from village to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge.

98

111

10896.62

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7.5 HP / 5.6 Kw Submersible pumpset corpled with totally enclosed water cooled squirrel case induction motor with delivery discharge 1100 LPM at 36 meter head with S/S cable, clamp clip etc. suitable for operation at 415V + -15%, 3 phase 50Hz A.C. Power supply as per particulars in Annexure.

1

39611

39611

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Labour charges for installation of 10HP Motor including fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, NR Valve, Foot Valve, Sluice Valve and other fitting materials including cutting, welding and construction of supporting pillar etc. complete as per the direction of the Engineer-incharge.

1

8822

8822

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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.

39

1236

48224.67

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

3

826

2479.59

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100 mm dia G.I. flange IS No.6392 / 1971

4

436

1745.64

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100mm dia GI Socket IS 1239 (Part-II/1992 )

6

352

2115.9

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Cost of 100 mm dia MS T/W Clamp

1

818

818.81

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160 mm x 160 mm x 160 mm Ø PVC Equal Tee (W.P. 4 kgf/cm2) confirming to IS-4995/1988 with latest ammendment

1

755

755

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160 mm Ø PVC End Cap (W.P. 10 kgf/cm2) confirming to IS-4995/1988 with latest ammendment

2

162

324

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5/8 x3" Nut bolt & Foundation Nut bolt as per IS specification

3

77

231

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1/8" thick Rubber Insertion as per IS specification

1

1108

1108.97

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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

1

4959

4959

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cost of 160mm×110mm dia PVC reducing socket.

1

191

191

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Cost of 12 mm Wire Rope

70

68

4760

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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 6.00 to 9.50 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

1

14878

14878

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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.

1

3141

3141

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3 x 10 sqmm Tarpodar 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.

20

113

2260

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2.50mm2 Submerssible (3 Core) Flat Cable ISI mark of reputed brand of ISI specification including all cost, conveyance, cess etc complete but excluding cost of GST

70

93

6510

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Electrical installation with electrical materials such as PVC tape, ampere tape, 7/20 PVC copper wire, 3/20 PVC copper wire, G.I. flexible conduite pipe, No.6 G.I. wire, copper cable socket, G.I. socket and flange and petty materials required for electrical installation including fixing of TD cable inside the earth trench as per direction of Engineer-in-charge..

1

3000

3000

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Electrical Earthing with digging earth pit of size (2 ft X 2 ft X 3 ft ) and using 1/2 '' G.I pipe ,No -6 G.I wire ,cable socket ,Flange , carcoal, salt etc. as per the direction of the Engineer-incharge.

2

2500

5000

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4.0 mm 2 PVC Single core Copper Wire

10

58

580

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Drilling a perfect vertical bore of 450mm dia up to specified depth below ground level in alluvial soil starta by mud rotary Rig , drilling as required to suit the site condition as per direction of Engineer -in-incharge including supply of Rig with its accessories tools and plants and all consumable etc. for a finished bore of 450mm dia suitable for lowering of 200mm dia ASTM Schedule-80 PVC housing & slotted pipe. 0 Mtr to 30mtr

30

1060

31800

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31 Mtr to 60mtr

30

1145

34350

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61 Mtr to 90 mtr

30

1270

38100

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91 Mtr to 120 mtr

10

1355

13550

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b)Lowering of 200 mm dia ASTM schedule-80 PVC casing and slotted pipe, cone,nipple etc.as per the necesscity & fitted and fixed up in perfectly vertical position and keeping the top of the casing pipe threaded1 Mtr. above the ground level, including plugging the tube well to prevent entry of foreign materials.

100

85

8500

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a)Cost of 200 mm dia PVC ASTM (D) Sch. 80 casing pipe of reputed make as per ASTM(D) 1785/2004 with Manufacture name should prominently be marked with CIPET test certification in the body of the pipe in indelible ink or stenciled to the certification of Engineer-in-Charge, including Trasnportation to site, etc. 0 to 150Mtr = 150Mtr.

100

1408

140889

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(b) (iv)Cost of 200 mm dia PVC Cone

1

977

977.68

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(c)Cost of 200 mm dia PVC end cap

1

733

733

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d) Cost of 200 mm dia PVC threaded nipple

1

703

703

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(e) (vi)Cost of slotting charges of 200 mm dia PVC (ASTM-D) Sch-80 pipe-

24

384

9235.44

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f) Graded and washed gravel of " B " grade

13

4882

63469.24

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g) Movement of rig

40

20

800

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h)Operation of 5 HP Pump

20

75

1500

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i) Bentonite powder(Drilling Mud)Type-II high grade confirming to IS No.6186/86

25

495

12398

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Cleaning and developing the tube well using their own compressor having 250/300 CFM at 10.5Kg/cm2 continuously worked till clear and adequate discharge is obtained from the well including supply and use of all necessary equipment and labour as per the direction of the Engineer-in-Charge.

20

1225

24500

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Labour Charges for Site clearance

1

2020

2020

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Loading and Unloading of Materials

1

1515

1515

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Excavation of mud pit

1

2020

2020

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Water Sample test if required

1

1200

1200



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