Tripura State Electricity Corporation Limited Tender
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Costs
EMD
₹ 4,53,476Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Laying, Commissioning Of 3 Phase 3-core 6.35/11kv (e) 185 Sq.mm Xlpe Insulated Power Cable, Construction Of 4x200kva Distribution Sub-station At Udaipur, Kakraban, Dhajanagar, Matabari Electrical Sub-division Area Which Was Damaged During Flood
Description
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Contact
Tender Id
2025_POWER_58078_1Bid Award Id
ViewTender No
NIT No. DGM/ED/UDP/2024-25/21Tender Authority
Tripura State Electricity Corporation Limited ViewPurchaser Address
-Website
http://tripuratenders.gov.in
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Documents
BOQ Items
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Supply of 125MM dia wall thickness minimum 7.4MM, maximum 3.2MM HDPE pipe PE 100 grade PN 8
250
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Supply of 125 mm outer dia. G.I. pipe (medium class)
250
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Supply of Outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : size 185sq.mm
38
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Suppply of Straight through cable jointing with heat shrinkable jointing kit complete with all accessories including ferrules suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :size 185sq.mm
5
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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.
200
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-
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Supply of 9.0 mtr. Long PCC Pole as per specification and drawing.
8
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Supply of painted MS stay set complete with 16 mm. dia. 1.8 mtr. long painted stay rod, anchor plate of size 300 X 300 X 8 mm. thick, turn buckle of length 356 mm. with 300 mm. long threaded adjustable 16 mm. dia. MS rod and thimble
8
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-
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Supply of Galvanized Stranded stay wire (7/2.5mm)
0.04
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Supply of Stay Insulator 11KV (Porcelin)
8
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Supply of ACSR (6/1/3.35) sq mm Rabbit
0.5
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-
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Supply 75X40X40X6MM MS channel
0.5
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-
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Supply of 65X65X6MM MS channel
0.5
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Supply of 9 KV, 5KA Gapless Silicon Polymeric Lightning Arrestors as per specification
12
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Supply of MS nuts & bolts (16X75mm)
0.03
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Supply of MS nuts & bolts (16X90mm)
0.03
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Supply of Single circuit re-wirable, extended type porcelain Kit Kat Fuse Units 200AMP as per specification & drawing.
24
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Supply of Triple pole (3 phase), 12 KV, 200 Amp. Manually gang operated, air brake switch, 3 post vertical type single brake, complete with post insulator for operation in 11 KV, 50 Hz, AC system as per relevant IS specification. (Porcelin type)
6
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Supply of Triple pole (3 phase), 12 KV, 200 Amp. drop out fuse unit for operation in 11 KV, 50 Hz, AC system as per relevant IS specification along. (Porcelin type)
6
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Supply of PVC insulated PVC sheated 1100 V Grade single core PVC cable 185 sq.mm
0.24
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Supply of 8 SWG GI Wire as per specification
0.08
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Supply of Lugs 185 sq.mm Aluminium make
100
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Supply of Fabricated 2.5mtr. Long , 40mm dia G.I.Pipe ( Make: TATA/ JINDAL)
20
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Supply of 60Kg Salt & 55Kg Charcoal ( For 1 Pit).
20
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-
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Supply of ½" of dia polythine pipe.
100
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Supply of Febricated clamps of assorted size of MS flat (50 x 6 mm) with double coat of red oxide primer coating .
80
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Laying, commissioning in/c. carriage charge of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. (Trench Size: Width-350mm, Hieght-1200mm / Sand (couhioning): Hieght-250mm, Width-350mm/ Protection: Double layer Bricks) --- 185sq.mm
6950
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Laying, commissioning in/c. carriage of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of all size in the GI Pipe/HDPE for riser including tieup of Pipe with pole by the help MS Flat Clamp (excluding cost of Clamp and Nut&Bolts) as required --185 sq.mm.
1020
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Drawing and commissioning of 3 Phase, 3 Core, 6.35/11 KV(E), 185Sq. mm. XLPE insulated Power Cable 1100 mm below the earth surface through GI pipe/ HDPE PIPE by manually as per direction of Engineering In Charge.
2030
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Boring for Laying and commissioning of 125 mm outer dia GI pipe/HDPE pipe direct into the earth of 1100 mm depth below the ground surface with out effecting the existing road by manually digging /drilling horizontally or diagonally direction for road crossing/ Water supply line/Telecomunication line/Gas Pipe line etc. as per direction of Engineering In Charge.
100
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Drawing and commissioning of 125 mm outer dia GI PIPE/HDPE pipe of different length as per requirement of TSECL for using of cable riser to overhead lines and the GI Pipe should be proper tie-up with pole by the help of MS clamp and Nut & bolts ( including supply of clamps, nuts and bolts) etc.
100
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Installation/Positioning & commissioning in/c. Carriage charge of 3-Phase 200KVA Distribution Transformer on RCC base with necessary connections & fitting fixing of all allied accessories components as required for making complete in all respect for energizing.
4
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Erection and commissioning of 2way (1 incoming and 1 outgoing feeder) HT Kiosk / 11 KV outdoor type feeder pillar made of 10 SWG MS sheet complete with aluminium busbar, HT insulator etc. as required provided with locking system and painting.
15
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Jointing of Outdoor Heat Shrink type End Termination Jointing Kit for XLPE insulated Cable of grade 6.35/11 KV(E), 3-core, 185 Sq.mm. Size.
38
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Jointing of Heat Shrink type Straight through Jointing Kit for XLPE insulated Cable of grade 6.35/11 KV(E), 3-core, 185 Sq.mm. Size.
5
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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.
200
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Erection & commissioning including carriage upto work site of 9.0 Mtr long PCC Pole direct in earth i/c excavation, back filling & ramming etc as reqd.(the Pole should be buried 1/6th.of their length) as per Technical specification.
8
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Erection of Stay set direct in earth complete with 19mm x 1800 mm long stay rod, anchor plate of size 300 x 300 x 8 mm ,thimble, turn buckle, 7/3.15 mm dia G.I Standed stay wire and stain insulator etc. with Supply of M.S.Clamp,Nuts & Bolts etc. as required. and making complete in all respect.
8
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Laying, Stringing & commissioning of 1KM (Single Conductor) ACSR 6/1/3.35 mm dia 'Rabit' including hoisting & binding etc. Complete as required.
0.5
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Erection of fabricated M.S.Channel Cross-Arm, 2.8Mtr. Long 75 x40 x 40 x 6 mm ( Excluding the cost of Back Clamp, Nuts & Bolts)
20
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Erection of fabricated M.S.Angle Cross-Arm, 2.8 Mtr. Long 65 x65 x 6 mm ( Excluding the cost of Back Clamp, Nuts & Bolts)
4
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Erection of M.S.Channel Cross-Arm bracket for LT Line, upto 1.20 Mtr. Long of 75 x 40 x40 x 6 mm ( Excluding the cost of Back Clamp, Nuts & Bolts)
20
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Erection of M.S.Angle Cross-Arm bracket for LT LIne ,upto 1.2Mtr. Long of 65 x65 x 6 mm ( Excluding the cost of Back Clamp, Nuts & Bolts)
160
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Febrication of different sizes Cross-Arms by MS Channel/MS Angle as per specification
1000
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Erection of 9 KV, 5KA Gapless Silicon Polymeric Lightning Arrestors conform to IEC 60099-4 /IS-3070 Part-3 - 1993 with latest amendments
12
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Erection of 11KV 200 Amp. GOS unit set of three nos. including necessary connection complete as per technical specification. (Excluding the cost of back clamp, Nuts & Bolts)
6
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Erection of 11KV DOF unit set of three nos. including necessary connection complete as per technical specification.(Excluding the cost of back clamp,Nuts & Bolts)
6
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Earthing with G.I pipe 2.5mtr. Long and 40mm dia, including excavation, refilling with alternate layer of salt & Charcoal as per drawing (excluding supply of G.I.Pipe, Salt & Charcoal, Gi wire, nuts &bolts, etc. as required)
20
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CIVIL WORK --- RCC TRANSFORMER BASE Earth work in excavation in mechanical means (Hydralic excavator)/manual means in foundation trences or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-All kinds of soil
56
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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming,consolidating and compacting each layer by using plate compactor or by any suitable method complete.
2.8
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Filling available excavated earth (excluding rock) in trenches,plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
-All kinds of soil
35.8
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level: i). 1:4:8 ( 1 Cement: 4 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)
4.3
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Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto floor five level. i). Mild Steel and Medium Tensile steel bars.
2000
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring and shuttering, finishing and reinforcement -All work upto plinth level: i). 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
30
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars,piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing reinforcement-
i). 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone
aggregate 20 mm nominal size)
1.6
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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- i). 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone
aggregate 20 mm nominal size)
7
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Centering shuttering including struttings, propping etc.and removal of form work for:- i)Foundations, footings, bases for columns etc. for mass concrete with timber plank
40.8
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ii)Columns, Piers, Abutments, pillars, Posts and Struts with
shuttering ply
26
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iii)Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
48
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iv). Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
35
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First class brick work in foundation and plinth including cost of all materials as required complete i). In cement mortar 1:4 (1 cement:4 fine sand)
4
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12 mm cement plaster of mix i). Cement motar 1:6 (1 cement:6fine sand)
128
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Neat cement punning
64
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Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.
114
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Providing & fixing hard drawn steel wire fabric 75x25mm mesh of weight not less than 7.75kg per sqm to window frames etc. including 62x19mm beading of Gamair wood
40
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Providing & fixing ISI marked oxidised MS sliding door bolts with nuts and screws etc.complete i).300x16mm
4
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Painting with synthetic enamel paint having VOC (volatile organic compound) content less than 150 grams/litre of approved brand and manufacture including applying additional coats wherever required to achive even shade and colour (payment shall be made after submission of test certificate issued by the Manufacturer) i). two coats.
48
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Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work (two or more coats applied @3.84kg/10sqm) complete . (payment shall be made after submission of test certificate issued by the Manufacturer) New work (two or more coats applied @3.84kg/10sqm)
64
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