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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Rejected-Technical | Rejected-Technical Technocommercially Not Suitable |
Tender Value
Refer Docs
EMD Value
₹15 L
Closing Date
26 Feb 2024, 3:00 pmClosed
HOD (M.M)
A-14, Sector-1, PDIL Bhawan, NOIDA-201301
GRID CONNECTIVITY TO TFL TO SUPPLY 90 MW POWER THROUGH LINE IN LINE OUT
2024_PDIL_792599_1
PNMM/PC-183/E- 4025/NCB
Open Tender
Electrical Works
365 days
Talcher
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹15 L
Yes
Video Conference
21 Mar 2024
29 Jan 2024
27 Feb 2024
29 Jan 2024
26 Feb 2024
14 Feb 2024
5 Feb 2024
Amount
SCHEDULE 2A-SUPPLY (FOR TRANSMISSION LINE)
SUPPLY of Following type tested Lattice type Galvanized steel tangent / Angle tower with stubs and cleats , different type of G.I HT Nuts & Bolts, washer, spring washer for the towers ,hanger and all accessories, tower super structure complete including step bolts. Supply of black bituminous paint for three coats up to a height of 500mm above the cooping(legs & bracing members). All Supply should confirm to the Technical Specification.
OA TYPE (SUSPENSION) TOWERS (NOMINAL UNIT WEIGHT 4.35 MT)
+3 EXTENSION (NOMINAL UNIT WEIGHT 0.725MT)
+6 EXTENSION (NOMINAL UNIT WEIGHT 1.448 MT)
OB TYPE (30 deg ANGLE ) TOWERS (NOMINAL UNIT WEIGHT 6.575 MT)
+6 EXTENSION (NOMINAL UNIT WEIGHT 2.132 MT)
OC TYPE (60 deg ANGLE ) TOWERS (NOMINAL UNIT WEIGHT 9.8398MT)
+3 EXTENSION (NOMINAL UNIT WEIGHT 1.474MT)
+6 EXTENSION (NOMINAL UNIT WEIGHT 2.597 MT)
+15 EXTENSION (NOMINAL UNIT WEIGHT 8.555 MT)
TEMPLATES
OA (NOMINAL UNIT WEIGHT 0.579 MT)
OB (NOMINAL UNIT WEIGHT 0.815 MT)
OC (NOMINAL UNIT WEIGHT 0.984 MT)
WEIGHT OF THE STRUCTURES & Tempates including Tower Stub
Weight of different type G.I Nuts and Bolts
Supply of the following tower accessories as per technical specification and as directed by the engineer in charge.
EARTHING DEVICE
DANGER BOARD
NUMBER PLATE
PHASE PLATE
BIRD GUARD
ANTICLIMBING DEVICE
CIRCUIT PLATE
COUNTERPOISE EARTHING
Supply of following POWER CONDUCTORS in the proposed 220kV lines including provision for sag and wastage as per the technical specification and as per the instruction of the engineer in charge.
ACSR Zebra (54/7/3.18mm)
POWER CONDUCTOR ACESSORIES For ACSR ZEBRA
VIBRATION DAMPER
MID SPAN JOINT
Repair Sleeve
Supply of the following Anti Fog Type DISC insulators as per the technical specification and as per the instruction of the Engineer in charge.
220kV LONG ROD 160KN PORCILAIN INSULATOR (2 NOS IN 1 SET)
220 KV LONG ROD 90KN PORCILAIN INSULATOR
Supply of the following hard ware fittings suitable for following conductors as per the technical specification.
For ACSR ZEBRA
Single suspension Hard Wares fittings suitable for 90 KN Long ROD Insulator
Double suspension Hard Wares fittings suitable for 90 KN Long ROD Insulator
Single tension Hard Wares fittings, suitable for 160 KN Long ROD Insulator
Double tension Hard Wares fittings, suitable for 160 KN Long ROD Insulator
“D” Shackle
Hanger
U'-Bolt.
OPGW fibre Optic Cable & Hardwares
24 Fibre(DWSM) OPGW fibre Optic Cable
OPGW hardware set like suspension Asembly,Tensin Assembly(Dead end assembly, Pass through assembly) ,Vibration Damper,Down Lead Clamp Assembliesfor 24 Fibre(DWSM) OPGW,Joint Box
SCHEDULE-2C-ERECTION & CIVILWORKS (FOR TRANSMISSION LINE)
ELECTRICAL WORKS
ERECTION,TESTING & COMMISSIONING of Following tested Lattice type Galvanized steel tangent / Angle tower without stubs and cleats including different type of G.I HT Nuts & Bolts, washer, spring washer for the above type towers ,hanger and all accessories, tower super structure complete with tightening, punching of bolts including step bolts. All other left out portion of the bolts above bottom cross arm shall be riveted by using suitable hammer. Painting of black bituminous paints three coats shall be provided up to a height of 500mm above the cooping legs & bracing members. All Erection should confirm to the Technical Specification laid there in the Tender Specification.
OA TYPE (SUSPENSION) TOWERS (NOMINAL UNIT WEIGHT 4.35 MT)
+3 EXTENSION (NOMINAL UNIT WEIGHT 0.725MT)
+6 EXTENSION (NOMINAL UNIT WEIGHT 1.448 MT)
OB TYPE (30 deg ANGLE ) TOWERS (NOMINAL UNIT WEIGHT 6.575 MT)
+6 EXTENSION (NOMINAL UNIT WEIGHT 2.132 MT)
OC TYPE (60 deg ANGLE ) TOWERS (NOMINAL UNIT WEIGHT 9.8398MT)
+3 EXTENSION (NOMINAL UNIT WEIGHT 1.474MT)
+6 EXTENSION (NOMINAL UNIT WEIGHT 2.597 MT)
+15 EXTENSION (NOMINAL UNIT WEIGHT 8.555 MT)
WEIGHT OF THE STRUCTURES (including Tower stubs, Templates & Foundation Nut and Bolts)
Weight of different type G.I Nuts and Bolts
Fixing of of Templates & setting of stubs
OA Type
OB Type
OC Type
Erection of following tower accessories as per technical specification and as directed by the engneer-in-charge
EARTHING DEVICE
DANGER BOARD
NUMBER PLATE
PHASE PLATE
BIRD GUARD
ANTICLIMBING DEVICE
CIRCUIT PLATE
Hoisting and fixing of insulators with required accessories, paying out of conductor ,jointing, stringing, sagging & Jumpering etc. of power conductor with G.I. Earth wire in the proposed lines and without earth wire with all required accessories including scaffolding for 33 KV,11 KV, LT , P&T lines, roads and using own required T&P and compression jointing machines etc. with 1.5% provision for Sag & Wastage and as per the direction of Engineer in charge.
STRINGING OF DOUBLE CIRCUIT CONDUCTOR (ACSR ZEBRA, SIX POWER CONDCTOR )
ERECTION OF POWER CONDUCTOR ACESSORIES
For ACSR ZEBRA
VIBRATION DAMPER
MID SPAN JOINT
Repair Sleeve
Erection of the following Anti Fog Type DISC insulators as per the technical specification and as per the instruction of the Engineer in charge.
220 KV LONG ROD 160 KN SILICON COMPOSITE INSULATOR
90 KV LONG ROD 160 KN SILICON COMPOSITE INSULATOR
Erection of the following hard ware fittings suitable for following conductors as per the technical specification.
For ACSR ZEBRA
Single suspension Hard wares fittings.(AGS type) suitable for 120 KN insulator.
Double suspension Hard wares fittings.(AGS type) suitable for 120 KN insulator.
Single tension Hard wares fittings, suitable for 160 KN insulator.
Double tension Hard wares fittings, suitable for 160 KN insulator.
“D” Shackle
Hanger
U'-Bolt.
Erection of OPGW cables & hardware sets
CIVIL WORKS
SURVEY OF LINE & PREPARATION LAND SCHEDULE: Supply of required T&P’s, Technical personnel’s, labours for conducting
Check survey including supply of all labour, T&P as per instruction of Engineer in Charge and as per the approved profile.
Soil Testing in complete shape along with submission of report etc. up to the depth of 15 Mtrs.
EXCAVATION WORKS FOR OPEN CAST/SHALLOW TYPE FOUNDATIONS
Excavation for all type of soil and rocks and back filling (back filling shall be done in layers of 500mm sprinkling of water and compaction thereafter and disposed of excess quantity of excavated soil at suitable place after back filling), & if required for filling the foundation, borrowed earth/morrum/sand shall be brought for filling and compaction, including supply of sand, all T&P, labour as required.
FOUNDATION MATERIALS: Supply of all materials like cement, steel, all coarse aggregates, fine aggregates and making foundations of the required above mentioned type towers as per the direction laid down in the technical specification and the direction of the site- in charge
Design, Engineering, Providing and laying of plain cement concrete (PCC 1:3:6) of grade M10 with approved quality coarse aggregates (Nominal size 12mm to 20mm) , fine aggregates, cement in tower foundation as blind layer inclusive of labour charges for concrete mixing & curing. This includes supply of all labourers, T&P and dewatering wherever required as per Technical specification and instruction of Engineer In charge.
Design, Engineering and laying of reinforced cement concrete (RCC M25 Design Mix) for open cast foundation with supply of approved quality coarse aggregates(Nominal size 12mm to 20mm), fine aggregates, cement and steel of different size(as per design) with cutting, bending, binding of M.S.Rod (FE-500) including supply of binding wire in tower foundation and inclusive of labour charges for concrete mixing, supply and fixing of form boxes, curing, shoring, shuttering, testing of sample cement concrete cubes as per IS. The height of the coping shall be 350mm above the finished concrete level. The surrounding area shall be clear from materials. Damage of land if any by the contractor shall be repaired before measurement. This includes supply of all labourers, T&P and dewatering wherever required as per Technical specification and instruction of Engineer In charge.
Cutting bending hooking ,fixing and binding in poisition of MS bars for rainforcement of foundation concrete of towers including supply of wire for binding (With supply of steel rod(TATA/RINL/SAIL Make).
Supply of borrowed earth/morrum for back filling for foundation/revertment works
Beyond 30 mtr lead
SHORING & SHUTTERING-Required in wet/submerged or special locations of open cast/shallow type foundations with supply of all materials,T&P and Labour.
WELDING OF TOWER MEMBERS
Supply of all materials for continuous welding of bolts & nuts (around the bolts) up to top of tower without cross arm, including welding rods, welding generator machine (diesel engine operator.), application of required zinc rich paints around the welding portion after welding (two coats),fuel,lubricants,T&P and labours and other arrangements etc.
REVETMENT: (including Benching) Supply of all materials like cement, Late-rite stone (stone masonry) all type aggregates, labours, & T&P for construction of revetment walls as per requirement to protect the towers, where felt unsafe and as per approved drawing and the direction of Engineer in charge.
Excavation in all type of soil including rock & back filling including supply of sand with back filling.
Lean Concrete in the ratio 1:3:6 (Grade M-10) including supply of sand chips etc.
PCC in the ratio 1:2:4 (Grade M-15) as above including supply of all material"
RR Massonary work in the ratio 1:5 including supply of all required material"
Liaisoning Charges
SHILPA ELECTRIFICATION
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