Haryana Vidyut Prasaran Nigam Limited Tender

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Haryana Vidyut Prasaran Nigam Limited - HVPNL Tender

Works
Eprocure
Opening Date10 May 2021
Closing Date26 Jul 2021
Tender AmountRefer Documents 
Notes
Download

Costs

  • EMD

    ₹ 19,20,000
  • Document Cost

    ₹ 11,800
  • Tender Fee

    ₹ 1,180

Summary

Creation Of Lilo Of One Circuit Of 132 Kv

Description

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Contact

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Documents
Creation of LILO of One Circuit of 132 kV DC Daibhana Loharu Line at 132 kV Sstn Satnali with 0.4sq inch ACSR Zebra Conductor
Commercial Bidding document
Report Missing Document

BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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132kV D/C “DB” KRR Design type Tower

20

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-

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+3m extn. Only

8

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-

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+6m extn. Only

6

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-

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132kV D/C “DC” KRR Design type Tower

6

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-

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+3m extn. Only

2

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-

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+6m extn. Only

3

-

-

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132kV D/C “DD” KRR Design type Tower

11

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-

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+3m extn. Only

1

-

-

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+6m extn. Only

1

-

-

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+12m extn. Only

2

-

-

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132KV D/C Gantry (KRR Design)

4

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-

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Supply of earthing of towers:- Pipe Type

67

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Supply of following Tower accessories:- Danger Plate

67

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Number Plate

67

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Phase Plate (set of 3)

82

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Circuit Plate (set of 2)

67

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Bird Guard (Set of 3)

52

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Anti climbing device

67

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Line Material:- Conductor (ACSR Zebra)

97

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Earth wire (7/3.15mm)

16.2

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132KV Anti-Fog type Disc Insulator or Silicon Rubber Polymer Insulator strings :-70 kN

165

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120 kN

528

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132 kV Post Insulator

24

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Hardware Fittings for ACSR Zebra Condutor:- Single ‘I’ Suspension String

156

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Single suspension pilot string

9

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Single Tension string

480

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Double tension string

24

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Conductor & Earth wire Accessories:- Mid Span Compression Joint for ACSR Zebra conductor

65

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Mid Span Compression Joint for earth wire

11

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Repair sleeves for Zebra conductor

20

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Flexible copper Bond

69

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Vibration damper for ACSR Zebra conductor

1320

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Vibration damper for earthwire

220

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Earth-wire Tension Clamp

84

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Repair sleeves for earthwire

4

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Earth-wire Suspension clamp

26

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CIVIL WORKS Detailed Survey

16

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Furnishing bore log data

17

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Construction of tower foundations as per HVPNL Drgs& Specs for 0 to 6Mtr. extn. including excavation, concreting, supply and placement of steel reinforcement and backfilling complete in all respect. 132 kV D/C ‘DA’ type tower (KRR Design) classified as - - Dry (Drawing & Quantity as per Annexure -A)

25

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- Wet (w/out de-watering) (Drawing & Quantity as per Annexure -A)

1

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132 kV D/C ‘DB’ type tower (KRR Design) classified as - - Dry (Drawing & Quantity as per Annexure -A)

19

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- Wet (w/out de-watering) (Drawing & Quantity as per Annexure -A)

1

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132 kV D/C ‘DC’ type tower (KRR Design) classified as - - Dry (Drawing & Quantity as per Annexure -A)

5

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- Wet (w/out de-watering) (Drawing & Quantity as per Annexure -A)

1

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132 kV D/C ‘DD’ type tower (KRR Design) classified as - - Dry (Drawing & Quantity as per Annexure -A)

9

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Construction of tower foundations as per HVPNL Drgs& Specs for 9 to 25Mtr. extn. including excavation, concreting, supply and placement of steel reinforcement and backfilling complete in all respect. 132kV D/C 'DD+12' type Tower (KRR Design) classified as - Dry (Drawing & Quantity as per Annexure -A)

2

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Construction of 132kV D/C gantry foundation as per KRR Design one set consist of T-1 & T-2 (3 no. footings in one set ) including excavation, concreting, supply and placement of steel reinforcement and backfilling complete in all respect. (Drawing & Quantity as per Annexure -A)

4

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Dewatering of subsoil water for lowering of water table to enable excavation of earth, concreting for foundations/stub and backfilling, by boring of tube wells or deploying well point system so that continuous lowering of water table is made till completion of work, without disturbing the soil characteristics. The rate shall include all type of expenditure for required dewatering arrangements and irrespective of type of tower including extensions if any i.e. KRR design or TATA design/Bidder Design.

1

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Protection Measure : Brick masonry in 1:4 cement sand mortar including excavation

2

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Earth filling, compaction, leveling etc inside revetments

2

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M-20 (1:1½ :3 mix) concrete for top seal cover, for revetment etc.

1

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Lean concrete (1:4:8)

1

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RCC 1:1.5:3 (M20) including all material, labour, excavation, cutting and placing of steel, centering & shuttering, concreting etc. complete in all respect.

5

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