Tender For Repairs To The Materials Handling Area And Provision Of Wbm Hard Stand For Accommodating Condemned Plant & Machineries At Efa
Tender Value
49.04 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
11 days left
EMD
98100
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
Thiruvallur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairs To The Materials Handling Area And Provision Of Wbm Hard Stand For Accommodating Condemned Plant & Machineries At Efa
BOQ
| Sl. No. | Item Description |
| 1 | Site Clearance in Soft/loose soil. |
| 2 | Grubbing up tree trunk including cutting of trunk portion protruding over ground, digging out roots, illing holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distancen exc. 50 m and clearing site. Girth of tree. Exc. 30 cm and non exc 100cm. |
| 3 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground in Posts embedded Concrete, brick work, masonry, etc. |
| 4 | Demolition of Brickwork or stone/ boulder masonry, built in Cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles. |
| 5 | Dismantling expanded metal, any thickness or mesh, fixed with steel or wood fillets, is non exc 4 kg. |
| 6 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Hard/dense soil. |
| 7 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm Hard/dense soil. |
| 8 | M&L for Sand filling under floors or in foundations including watering and consolidation. |
| 9 | M&L for Cement concrete in foundations, filling and mass concrete Type D2 1:4:8 (40 mm graded aggregate). |
| 10 | M & L for RCC in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete Type B1 1:2:4 (20 mm graded aggregate). |
| 11 | M & L for Cement Concrete Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses Type B1 1:2:4 (20 mm graded aggregate). |
| 12 | 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; flat surface vertical or to batter Add for fair finished surfaces of concrete. |
| 13 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; flat surface vertical or to batter Add for fair finished surfaces of concrete. |
| 14 | M& L of Mild steel TMT bars 10mm dia and over, cut tolength, 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. |
| 15 | M & L for Mild steel TMT bars 6mm to 8mm dia bars, 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. |
| 16 | M & L for Precast Cement concrete block masonry with solid block of type B1 1:2:4 (20mm graded aggregate) in 1:4 cement mortar, exc. 10 cm in width; complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | Rendering 15mm thick cement plaster, using cement morter (1:4) on wall/ceiling / concrete surfaces and finish the surface even and smooth without using extra cement including coat. |
| 18 | M&L for applying two coats of Plastic emulsion paint on new surface of any description over 10cm girth or width over one coat of wall primer including surface preparation; Complete all as specified and as directed by the Engineer-in-Charge. (Make : ASIAN/ NEROLAC/ BERGER only). |
| 19 | Surface dressing n exc 15 cm deep in Hard/dense soil. |
| 20 | Rolling and consolidating formation surfaces in cutting Power Roller Exc 8 tonnen & n exc 12 tonnen. |
| 21 | Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber 200 thickness. Rolling of Soiling broken boulders or quarried stone, not exc 15cm thickness Exc 8 tonnen & n exc 12 tonnen. |
| 22 | 7.5cm thick (compacted thickness) WBM in two layers , with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required Granite, trap or Basalt,( *as per Part 1 Coarse aggregates Loose quantity cu.m (0.91 to 1.07) , Screenings Grading ( Type A 13.2 mm), Loose quantity cu.m (0.18 to 0.21), Loose quantity for crushable type aggregate cu.m. (0.33 to 0.35)) Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysAug 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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