Tender For Permanent Restoration Of Maid Ora Bridge. Advertised Cost: 77.49 Lacs
Tender Overview
Project Description
Tender for Permanent Restoration Of Maid Ora Bridge. Advertised Cost: 77.49 Lacs
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-Aug-2026 | date | Date | 31-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock |
| 2 | Providing and laying of stone soling/boulders(Hand Packed) including ramming, dressing and watering all complete.(Incl. all sorts of carriage) |
| 3 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 5 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. i/c all carraiges complete job |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilastersbuttresses, plinth and string course fillets, kerbs andsteps etc. |
| 10 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 11 | Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: Painting steel work with deluxe multi surface paint ofrequired shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture |
| 12 | Providing, supplying, transporting, excavating, erecting and fixing W-Metal Beam Crash Barrier comprising of 3 mm thick corrugated galvanized steel beam rail mounted 700 mm above the finished road level on hot-dip galvanized ISMC 75 × 40 × 5 mm vertical posts of 1.80 m length (1.10 m embedded below ground and 0.70 m above ground) spaced at 8.00 m centre-to-centre, complete with galvanized channel spacers 150 × 75 × 5 mm, 330 mu long, high tensile galvanized nuts, bolts, washers and all other fittings conforming to IS: 1367 and IS:1364. The item shall include excavation for post foundations, providing and laying cement concrete (M15 grade or as specified) for fixing the posts, backfilling, ramming, alignment, levelling, plumbing of posts, complete erection and fixing of W-beam rails, hot-dip galvanizing of all steel components, loading, unloading, transportation, carriage of all materials up to the site of work, labour, tools and plants, testing, wastage, all incidental charges, contractor's overheads and profit, and complete in all respects as per MoRTH Specification Clause 810, approved drawings and as directed by the Engineer-in-Charge. |
| 13 | Engagement of Hydraulic excavator (Poclan/L&T) with tipper/tractor for traming of nallah upstream and downstream side as desired at site and as directed by EIC complte job etc |
| 14 | Carriage of material bt MT from source to site of work complete job(a) Coarse aggregate from 20 kms avg lead |
| 15 | Carriage of material bt MT from source to site of work complete job(a) Sand from 40 kms avg lead Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 dayBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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