Tender For Reapir & Maintenance Of Transformer Platform ,Shifting Of Transformer & Allied Works At Arakhakuda Puri Under Ge(I)(Cg)Bhubaneswar
Tender Value
2.89 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
8 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Puri → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Reapir & Maintenance Of Transformer Platform ,Shifting Of Transformer & Allied Works At Arakhakuda Puri Under Ge(I)(Cg)Bhubaneswar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-Aug-2026 | Change of BOQ | BOQ | 31-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Reapir & maintenance of Transformer Platform ,Shifting of Transformer & allied Works at Arakhakuda Puri under GE(I)(CG)Bhubaneswar |
| 2 | M &L For Making Foundation of transformer (2X2X3.5 ) Mtr including Excavations not exc 1.5 m deep , plain cement concrete type D2 1:4:8 (Nominal mix) using 40 mm graded stone aggregate ,Brick work with old sized fly ash bricks, straight or curved on plan exc 6m mean radius in built in CM (1:4),Reinforced cement concrete nominal mix in Type B1 (1:2:4) using 20mm graded aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete,Reinforced cement concrete nominal mix in Type B1 (1:2:4) using 20mm graded aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves, formwork to sides of foundations, pile cap, footing, grid beam, plinth beam etc of fair finished square, rectangular or polygon surface,Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) to batter fair finished surface, rendering 10mm thick in CM 1:4 on fair faces of brick work or concrete surface finishing even and fair,rendering 15mm thick in CM 1:4 on other than fair faces of brick work or concrete surface finishing even and fair,Mild steel deformed CRS TMT bars, 10 mm dia and over cut to length bent to shape required , including cranking , bending, spirally for hooping for columns , hooking ends and binding with mild steel wire (annealed) not less 0.9mm dia of securing with clips ,new plastered or unplastered surfaces and applying Two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance asper IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces,Sand filling under floors or in foundations including watering and consolidation , Returning, filling in, incl spreading, leveling, watering and well ramming in layers n exc 25 cm connected items,Removing excavated material n exc 250 m but n exc 500m and depositing where directed at a level n exc 1.5 m above the starting point at Arakhakuda Puri complete all as specified & directed by Engrs-in-Charge. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m in all kind of soil complete all as specified and directed. |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.out in Hard/ Dense soil. |
| 5 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point soil. |
| 6 | M&L for plain cement concrete type B2 1:2:4 (Nominal mix) using 40 mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and as directed. |
| 7 | M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter fair finished surfaces complete all as specified and directed. |
| 8 | M&L for RCC M30 (Design Mix) using 20mm graded crushed stone aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. |
| 9 | M&L for RCC M30 (Design Mix) using 20mm graded crushed stone aggregate in Columns, pillars, piers, posts and struts complete all as specified and as directed. |
| 10 | M&L for Mild steel CRS TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 11 | M&L for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S.1161- 1979 grade St.-240 complete all as specified and as directed. |
| 12 | S&F Fe410-W (Gde-E-250) quality-A Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates including hollow/solid sections complete all as specified and as directed. |
| 13 | M&L for 16-20mm dia Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, but length of bolt exc 22.5cm and n exc 30cm long complete all as specified and as directed. |
| 14 | M&L for 11-15mm dia Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, but length of bolt exc 5cm but n exc 10cm long complete all as specified and as directed. |
| 15 | M&L for Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling holes,notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165complete all as specified and as directed. |
| 16 | M&L for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and as directed. |
| 17 | M&L for Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and as directed. |
| 18 | M&L for Preparation of newly steel Surfaces and Two coat of synthetic enamel paint over one coat of primer, over 10cm in width or girth,not otherwise described complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 31, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 daysAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysTender Documents
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