Tender For Restoration Of Rain Damages On Shush Balu Rohachala Road Km. 0/000 To 6/765 (Sh:- Construction of R R Masonry Breast Wall At Rd 5/330 To 5/375, 5/560 To 5/585 And 6/700 To 6/730 And Wire Crate Retaining Wall At Rd0/0015 To 0/043, 3/390 To
Tender Overview
Project Description
Tender for Restoration Of Rain Damages On Shush Balu Rohachala Road Km. 0/000 To 6/765 (Sh:- Construction of R R Masonry Breast Wall At Rd 5/330 To 5/375, 5/560 To 5/585 And 6/700 To 6/730 And Wire Crate Retaining Wall At Rd0/0015 To 0/043, 3/390 To 3/420 And 6/690 To 6/710)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in soil in Hilly Area in all kinds of soil by all means including cutting and trimming of side slopes and disposing of excavated earth upto all leads and lifts as per drawing and technical Specification clauses 1603.1 and as per direction of The Engineer-In-Charge complete. |
| 2 | Earthwork in excavation for foundation of structures upto all depth as per drawing and technical specification clauses 305.1 including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per direction of The Engineer-In-Charge complete. |
| 3 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clause 702, 704, 1202 & 1203. Randaom rubble masnory in cement mortar 1:6 (one cement : six sand) including curing and carriage of materials in all leads and lifts as per direction of The Engineer-In- Charge complete |
| 4 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete. |
| 5 | Providing and laying of boulder apron laid in wire crate with 4mm dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm mesh ( woven diagonally ) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specification including carriage of materials in all leads and lifts and as per directions of The Engineer – in – Charge complete. |
| 6 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete. Please Enable Macros to View BoQ information |
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Tender Published
Tender notice published.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysBid Opening Date
Technical bids will be opened and evaluated.
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