Tender For Restoration Of Rain Damages On Ramshilla Bijli Mahadev Road Km 0/00 To 20/060 (Sh:- Construction Of Breast Wall At Rd 4/800 To 4/822 Wire Crated Breast Wall At Rds 2/065 To 2/085,8/740 To 8/765, 8/765 To 8/790, 8/920 To 8/945, 8/945 To 8/9
Tender Value
43.84 Lakhs
Estimated cost
Bid Submission
28 Jul 2026
0 days left
EMD
88000
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kullu → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Rain Damages On Ramshilla Bijli Mahadev Road Km 0/00 To 20/060 (Sh:- Construction Of Breast Wall At Rd 4/800 To 4/822 Wire Crated Breast Wall At Rds 2/065 To 2/085,8/740 To 8/765, 8/765 To 8/790, 8/920 To 8/945, 8/945 To 8/970,14/300 To 14/330 And Retaining Wall At Rds 15/565 To 15/575 & 18/205 To 18/215)
BOQ
| Sl. No. | Item Description |
| 1 | Removal of land slide,slips/ debris/ muck in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slops and disposal of cut materials upto any lead as per technical specification 302.3.5 and 1611 within all leads and lift of materials and as per direction of Engineer-in-charge. |
| 2 | Excavation in hilly area in manual means including cutting and trimming of sides, slopes and disposal of excavated earth work with a lift upto 1.50 mtr (One point fifty metre) and lead up to 20 mtr (Twenty metre) as per drawing and technical specification clause 1603.1.1 within all kind of soil within all leads and lift of materials and as per direction of Engineer-in- charge. |
| 3 | Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, any dressing removal of stumps and other deleterious material and disposal upto any lead of 50 mtr (Fifty metre) and lift complete including dressing of sides and bottom and backfilling in trenches with excavated material in ordinary soil within all leads and lift of materials and as per direction of Engineer-in-charge. |
| 4 | Providing and laying concrete for plain/ reinforced concrete 1:6:12 (One cement :Six sand : Twelve graded stone aggregate in open foundations complete as per drawing and technical specification clause 802,803,1202 and 1203 within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. |
| 5 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 PCC 1:4:8 (One cement : four sand : Eight graded stone aggregate ) within all leads and lift including carriage of materials in all respect and as per direction of Engineer-in- charge. |
| 6 | Random rubble Stone masonry work in cement mortar for sub structure complete as per drawing and technical specifications clause 702,704,1202 and 1204 Random rubble masonry in cement mortar 1:6 (One cement : Six sand ) Random rubble masonry within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. |
| 7 | Construction of dry ruble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification clause 704.6 & 1302.5 including hauling/carriage of all labour equipment and materials to various location through all modes of transportatin within all leads and lift of materials and as per direction of Engineer-in- charge. |
| 8 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 Granular material. within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. |
| 9 | Providing and laying of boulder apron laid in wire crates with 4 mm (Four millimetre) dia GI wire conforming to IS: 280 and IS: 4826 in 100 mm x 100 mm (One hundred x One hundred millmetre) mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg (Twenty five kilogram) within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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