Tender For repair renovation Damages To Sandasu To Khashdhar Km 0/0-10/0 (Sh:- Construction of Retaining Wall & Boundary Wall At Rd 2/870-2/900, 5/318-5/335, 8/115-8/424.50, 8/75-8/814 & 9/870-9/910 )
Tender Value
48.94 Lakhs
Estimated cost
Bid Submission
09 Jul 2026
5 days left
EMD
98000
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shimla → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for repair renovation Damages To Sandasu To Khashdhar Km 0/0-10/0 (Sh:- Construction of Retaining Wall & Boundary Wall At Rd 2/870-2/900, 5/318-5/335, 8/115-8/424.50, 8/75-8/814 & 9/870-9/910 )
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in soil in Hilly Area including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.as directed by the Engineer-in-Change |
| 3 | Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 within all leads and lifts as per directions of Engineer in charge |
| 4 | Randon Rubble Stone masonary in cement mortar 1:6 (1 Cement : 6 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge |
| 5 | Providing weephole in brick masonary /stone masonary ,plain/ rainforced concrate abutment wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slpoe of 1 (V):20(H) towards drawing face complete as per drawings and technical specification Clauses614,709,1204.3.7.as directed by the Engineer-in-Change |
| 6 | Providing and laying of back filling behind abutment wing wall and return walls with complete as per drawing & technical specification clause 1204.3.8 as directed by the Engineer-in-Change |
| 7 | Providing and laying of boulder apron laid in wire crates with 4 mm 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 specifications Clause 1301 |
| 8 | Removal of landslides /slip clearance. Removal of land slide in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slops and disposal of cut material with in a left up to 1.5 metre and land upto 100 meter as per technical specification 302.3.5 and 1611 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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