Tripura State Electricity Corporation Limited Tender
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Tripura State Electricity Corporation Limited - TSECL Tender
Eprocure
Opening Date16 Feb 2019
Closing Date28 Feb 2019
Tender Amount₹ 73,66,917
Costs
EMD
₹ 1,47,338Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_POWER_3332_1Bid Award Id
ViewTender No
56/GM(Tech)/ IPDS/ERECTION/AGARTALA PA/PhV/TSECLTender Authority
Tripura State Electricity Corporation Limited ViewPurchaser Address
-Website
http://https://www.tsecl.in/
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Documents
BOQ Items
Supply of 160 mm outer diameter HDPE pipe( PE-80 grade) of working presure 6 kgf /sq.cm. having minimum wall thickness 6.3 to 7.2 mm.
132
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Supply of 150 mm dia best quality C- Class, heavy duty GI PIPE as per ISS 1239 of different length as per requirement of engineering.
120
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Supply of 9mtr. long Steel Tubular Pole of designation 410-SP-32 respectively conforming to IS:2713 (P-I & II)/1980 with Mild Steel Base Plate.
18
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Supply of 2.5mtr long galvanised steel items of 100X50X50X6mm MS Channel cross-arm with supply of galvanised clamps, nut&bolts as required as per technical specification, approved drawings and scope of work.
18
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Supply of 2.5mtr long galvanised steel items of 75X400X40X6mm MS Channel cross-arm with supply of galvanised clamps, nut&bolts as required as per technical specification, approved drawings and scope of work.
39
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Supply of 33KV, 10 KN Polymeric composite Pin Insulator, IEC 61109Standard.
39
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Supply of 33KV, 10KA Polymeric LA, IEC 61109Standard.
27
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Supply of Bi-metalic Lugs, 400sqmm as per TSECL Specification/Sample.
75
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Supply of T-shaped Pillar for cable line ID MARKING engraved with caption "POWER CABLE.LINE" (made of pre-cast RCC) of size(Pillar-3 ft. X 0.33 ft. X 0.33 ft.) and (T-section-3 ft.X0.33 ft.) by excavating earth including required painting of the of the engraved caption in black over yellow background as per technical requirement, direction of the Engineer-in-Charge. The Pillar shall be embedded in earth by 1.5 ft.( for LT UG).
140
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(Erection)
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Detaild survey, route allignment with covering of exting DT sub-station, 33KV,HT & LT Line, submission of route allignment, profile and final survey with profile in details includin installation of 33KV, HT & LT Kiosk, DT Sub-station, road crossing, river, nala crossing, water supply pipe line, SCADA OFC Cable, P&T Line etc.(for 33KV, HT & LT UG Cable line) as required, preparation of survey report and uploading in the web portal after approval of Project Manager.
4.9
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Erection of 9.0mtr long Steel tubelar Pole direct in earth including excavation, refilling and ramming etc. as required complete(1/6th of the length of the pole to be embedded in earth) including CC grouting at the ration of 1:2:4(1cement:2Jhama bricks:4river sand)(0.273cum/Pole).
18
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Erection of 2.5mtr long galvanised steel items of 100X50X50X6mm MS Channel cross-arm with supply of galvanised clamps, nut&bolts as required as per technical specification, approved drawings and scope of work.
18
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Erection of 2.5mtr long galvanised steel items of 75X400X40X6mm MS Channel cross-arm with supply of galvanised clamps, nut&bolts as required as per technical specification, approved drawings and scope of work.
39
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Erecttion of 33KV, 10 KN Polymeric composite Pin Insulator, IEC 61109Standard.
39
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Erection of 33KV, 10KA Polymeric LA, IEC 61109Standard.
27
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Mannual Boring & Laying of HT/LT(50-400sqmm) XLPE insulated Power cable below the road surface through HDPE/GI pipe by AII Terrain Horizontal Directional Drilling / Digging across the road crossing without affecting the existing Road Surface at a depth of minimum 1200 mm. including excavation cable entry pits or as per site requirement of TSECL depending on approved route survey. The Cable entry pits should be filled by spreading of Sand.
0.12
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Laying and Commissioning of HT/LT(50-400sqmm) XLPE insulated armoured power cable direct into earth including excavation of earth upto a depth of 1300mm (Width of the trench 500mm.) including 1st class brick protection of two layer flat brick soling , 600 mm. sand (River sand) cushioning and refilling and ramming the excavated soil and disposal of eccess soil as per direction of Engineer in charge.
4.6
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Drawing and Commissioning of 3core/3½Core, 50sqmm to 400sqmm, XLPE insulated, armoured power Cable 1100mm below the earth suface through GI pipe/HDPE Pipe (already laid) by manually as per direction of Engineering In Charge.
0.18
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Fitting , fixing of 64 to 200mm dia GI pipe/HDPE Pipe ( Horizontally or vertically) on Wall or Poles for riser to pole / Feeder pillar etc with proper clamping by MS Flat Clamp and Nut & bolts on Pole /Wall etc. as per Engineering rqd. Including supply of clamp & nut&bolts.
120
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Erection, commissioing & Joint of 3 Phase, 3-core, 400 Sq.mm. Out Door Type, Heat shinkble End Termination Kits for 33KV XLPE insulated, insulation screened Aluminium Conductor Power Cable
22
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Erection, commissioing & Joint of 3 Phase, 3-core, 400 Sq.mm., Heat shinkble Type straight through jionting Kits for 33KV XLPE insulated, insulation screened Aluminium Conductor Power Cable
9
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Providing pipe earthing set as per ISS : 3043 of 1966 and with upto date amendment having 2.5 mtr long heavy duty G.I. pipe ( ISI marked ) of 40 mm diameter with holes including a pair of clamps of 50x6 mm M.S. flat & 12 mm dia galvanized nuts & bolts long with alternate layers of salt & charcoal including supply of clamp, salt and charcoal etc.
26
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Supply and Erection of T-shaped Pillar for cable line ID MARKING engraved with caption "POWER CABLE.LINE" (made of pre-cast RCC) of size(Pillar-3 ft. X 0.33 ft. X 0.33 ft.) and (T-section-3 ft.X0.33 ft.) by excavating earth including required painting of the of the engraved caption in black over yellow background as per technical requirement, direction of the Engineer-in-Charge. The Pillar shall be embedded in earth by 1.5 ft.( for LT UG).
140
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Construction excess cable pit at Straight Through Point by brick masonary in square shape in/c coiling of HT/LT XLPE insulated armoured power cable upto a depth of 1500mm (Size of the pit should be 2200 X2200X1800mm) with complete filling of sand and the pit should be cover by RCC Slab(remoable) as per direction of Engineer in charge.
18
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