Uttarakhand Power Corporation Limited Tender

View complete overview of Uttarakhand UPCL Tender

Uttarakhand Power Corporation Limited - UPCL Tender

Works
Eprocure
Opening Date9 Aug 2021
Closing Date1 Sep 2021
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Supply of Earth Wire Clamp made of M S Flat for STP SP-72 of Size 65x6 mm duly Red Oxide Painted with Fitted 18m dia hole for 65x16 mm Nut and Bolts and washer as per Specification of UPCL

72

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Supply of Stay Clamp made of M S Flat for STP SP-72 of Size 75x8 mm duly Red Oxide Painted with Fitted 18m dia hole for 65x16 mm Nut and Bolts and washer as per Specification of UPCL

16

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Supply of P G Clamp suitable for Dog to Dog Conductor made of aluminium casted allow Complete in all respect as per Specification of UPCL

666

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Supply of P.P Clamp made of M S Flat for STP SP-55 of Size 75x8 mm duly Red Oxide Painted with Fitted 18m dia hole for 65x16 mm Nut and Bolts and washer as per Specification of UPCL

30

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Supply of Bracing Clamp made of M S Flat for STP SP-55 of Size 65x6 mm duly Red Oxide Painted with Fitted 18m dia hole for 65x16 mm Nut and Bolts and washer as per Specification of UPCL

40

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Supply of Earth Wire Clamp made of M S Flat for STP SP-55 of Size 65x6 mm duly Red Oxide Painted with Fitted 18m dia hole for 65x16 mm Nut and Bolts and washer as per Specification of UPCL

35

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Supply of Stay Clamp made of M S Flat for STP SP-55 of Size 75x8 mm duly Red Oxide Painted with Fitted 18m dia hole for 65x16 mm Nut and Bolts and washer as per Specification of UPCL

48

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Supply of Eye Bolt size 100x16 mm with Suitable nut and bolts as per Specification of UPCL

320

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Supply of X arm (Guard Angle) Holding Clamp made of M S Flat for STP SP-72/55 of Size 75x8 mm duly Red Oxide Painted with Fitted 18m dia hole for 65x16 mm Nut and Bolts and washer as per Specification of UPCL

160

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TOTAL A (Supply)

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33 KV Line & Other Work

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Cartage of the following material by private truck from store centre Rudrapur /Haldwani/ Kashipur to work site dump store approx. distance 10 to 80 Km. including loading into truck and unloading at work site. Dump store and carriage from dump store to pit site.

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S.T. Pole STP-72

22

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S.T. Pole STP-55

30

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Small Line Material including Conductor & other

300

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Erection of STP support after digging of following pit size length of support on 300×300×75 mm stone pad and grouting of pole in CC ratio 1:4:8 block & making round kicking block of size (Height 0.45x0.45x1/6) above ground level fixing all accessories in all respect as per Specification of UPCL.

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Single Pole Structure of S.T. Pole SP-72 (Pit Size- 0.6x0.9x1.8 mtr)

14

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Four Pole structure of S.T. Pole SP-72 (Pit Size- 0.6x0.9x1.8 mtr)

2

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Erection of STP support after digging of following pit size length of support on 300×300×75 mm stone pad and grouting/muffing of pole in CC ratio 1:4:8 block & making round kicking block of size (Height 0.45x0.45x1/6) above ground level fixing all accessories in all respect as per Specification of UPCL.

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Single Pole Structure of S.T. Pole SP-55 (Pit Size- 0.6x0.9x1.8 mtr)

20

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Double Pole structure of S.T. Pole SP-55 (Pit Size- 0.6x0.9x1.8 mtr)

5

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Fixing of M.S. earthing rod 20×2500 mm for earthing of support as per RESPO drawing No. RES-12 including digging earth rod 0.3 m deep below ground level connected to support with earth wire 16 swg fixing of all accessories in all respect as per Specification of UPCL.

73

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Erection of stay set complete as per RESPO drawing no. RES-16 with stay rod 20x1800 mm stay wire 7/10 SWG including excavation of earth and grouting of stay in pit with CC 1:4:8 block in bottom of pit in size (0.60×0.60×0.30 Mtrs), including cost of cement, sand and stone ballast etc. fixing of all accessories in all respect as per Specification of UPCL.

64

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Fabrication and Installation of Guarding (on avg of 45 Mtrs Span) for protection of road/telephone lines/HT/LT lines as per RESPO Drawing No RES-48 with guarding channel size 100x50 mm and GI wire 8/6 SWG cross wire including fixing with all accessories in all respect as per Specification of UPCL.

40

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Fabrication of Channel/angle to Single/Double/Four pole Structure Straight Cross arm T off Top and Dropper, Brecing Channel of M.S. Channel 125x65x6 mm, 100x50x6 & M S Angle 75x75x6 mm, 65x65x6 mm Cutting and Holling in all respect as per Specification of UPCL.

4471

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Dismantling of Old 33 KV line of Dog Conductor line with opeing of binding, jumpering and making of bundle with cartage form pit site to JE Store loading and unloading.

15.8

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Straightening of Tilted ST Pole SP-55 in all respect as per Specification of UPCL.

20

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Laying and stringing of 33 KV line on following conductor after hoisting disc-fitting and disc insulators (Supplied by the department) Fixing with all accessories proper sag including binding etc. in all respect including earth (GI) wire as per Specification of UPCL.

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33 KV Line in ACSR Dog Conductor

15.8

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Back Cartage of Dimmentalled item related with this job by private truck from site to store centre Kashipur including loading and unloading at store.

186

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Painting of following structure of steel tubular poles with two coats of Aluminum paint Berger Luxol quality over one coat of red oxide primer and P.O. red on top above guarding angle in all respect as per Specification of UPCL.

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Single support of S.T. Pole SP-55

20

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Double support of S.T. Pole SP-55

5

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Single support of S.T. Pole SP-72

14

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Four support of S.T. Pole SP-72

2

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Existing 33 KV Line Damage ST Pole Repaired Work

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Cutting and welding of MS Angle (65x65x6) on ST Pole SP-55/72 upto 0.5 Mtr. Below the Ground and 0.75 Mtr. Above the ground level by Digging of Pit Around the Pole Including cartage of MS Angle fron store to work site.

65

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Excavation of concreat Earth 0.5 Mtr. Below the ground level .

65

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Shuttering cost for below ground level (0.45x0.5)x4 =0.9sqm

58.5

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Muffing of ST Pole SP-72/55 in CC Ratio (1:2:4) 0.5 Mtr. Below the ground level(0.45X0.45X0.5)=0.10125 Less pole area(0.15x0.15x0.5)=0.01125=0.11cum (With Material).

7.15

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Shuttering cost for above ground level (0.35x0.75)x4=1.05

68.25

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Muffing of ST Pole SP-72/55 in CC Ratio (1:2:4) 0.75 Mtr. Above the ground level(0.35x0.35x0.75)=0.91875 Less pole area (0.15x0.15x0.75)=0.016875=0.075cum (With Material).

4.88

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Painting on Muffing area by 2 Coat of samosam.(cement primmer) 1.05

68.25

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Retaining Wall of River Site of 2 No Four Pole on following Size & Structure. Size ( L 10mtrxB 0.5mtrx H 2mtr) (Including Excavation of Earth, Making of toe wall fondation work in 2 step, Toe wall super structur, Plaster of all side of toe wall, DPC on Toe wall, Painting works outdoor)

2

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Looping Choping of Tree Branches on 33 KV Line

5.2

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TOTAL B (33 KV Line Work)

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GRAND TOTAL (A+B)

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Company/Firm Name

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Designation

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