Tender For Construction Of Avalanche Protection Structures Including Proof Check Of Design And Drawing At Avalanche Sites A53 (Km 102.050), A53a ( Km 102.350) & A53b ( Km 102.200) On Manali-Sarchu Road Under 94 Reinforced Cement Concrete /38 Brtf Roa
Tender Value
39.88 Crore
Estimated cost
Bid Submission
27 Oct 2026
22 days left
EMD
15 Lakhs
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
Shimla → Himachal Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Avalanche Protection Structures Including Proof Check Of Design And Drawing At Avalanche Sites A53 (Km 102.050), A53a ( Km 102.350) & A53b ( Km 102.200) On Manali-Sarchu Road Under 94 Reinforced Cement Concrete /38 Brtf Road Sector Of Project Deepak In Himachal Pradesh State
BOQ
| Sl. No. | Item Description |
| 1 | CONSTRUCTION OF SNOW GALLERYALTITUDE BET (3001-3300) MTR LOCATION A53 (KM 102.050), A53a ( KM 102.350) & A53b ( KM 102.200) |
| 2 | Excavation in trenches not exceeding 1.20 mtr width and 1.50 mtr depth in soil/ soil mixed boulders with boulders (SMB) including dressing bottom and sides getting out and disposing all excavated material lead up to 3 mtr and lift up to 1.50 mtr (by Manual Means) |
| 3 | Plain cement concrete 1:3:6 ( 1 Cement : 3 sand : 6 stone aggregate size 4 cm graded downwards) in foundation or else where (excludung the cost of centring/Shutring) |
| 4 | Plain cement concrete 1:2:4 (1 cement: 2 sand: 4 stone aggregate of size 2cm graded downwards) in foundation or else where (excludung the cost of centring/Shutring) |
| 5 | Reinforced Cement concrete M-25 nearly corresponding to normal mix 1 cement : 1.1 sand : 2.25 stone aggregate or else where (excludung the cost of reinforcement & centring/Shutring) |
| 6 | Reinforced Cement concrete M-30 nearly corresponding to normal mix (excludung the cost of reinforcement & centring/Shutring) |
| 7 | Reinforced Cement concrete M-35 nearly corresponding to normal mix (excluding the cost of reinforcement & centering Shuttering |
| 8 | Reinforced Cement concrete M-45 nearly corresponding to normal mix (excludung the cost of reinforcement & centring/Shutring) |
| 9 | Filling of stones / selected material in layers well packed behind retaining wall, breast walls, abutments/ wing walls of bridges or culverts (Labour and Material) |
| 10 | Centering / Shuttering ( steel) including strutting , propping and removal or formwork (Considering 10 times to be used) |
| 11 | Laying reinforcement including cutting , bending , binding, providing hooks overlap etc bars up to 12 mm (Labour only) |
| 12 | Laying reinforcement including cutting , bending , binding, providing hooks overlap etc bars above 12 mm (Labour only) |
| 13 | Cost of steel |
| 14 | Earthwork in embankment by filling with earth free from roots etc. spreading in layers not exceeding 30 cm including watering and finishing to required slope & level not exceeding 1.5 m high above the base in ordinary soil in hill roads where cut & fill method is adopted. (Excluding the conveyance cost of suitable embankment soil) |
| 15 | Dry walling rubble stone masonary (dry) well bonded face with selected stones confined to Geo synthetic material in the gabion box of Std Size(with One Diaphram) as per DGBR SSR 2016 |
| 16 | Geo composite Drainage system with Membrane (polythylene sheet), Polystyrene foam thermocol, Geotextile filter |
| 17 | High adherence geo-straps as reinforcing strip |
| 18 | Geosynthetic clay liner |
| 19 | EPBM pads |
| 20 | Geotextile |
| 21 | Providing and fixing Geogrid |
| 22 | Provision for special shuttering for precast arches & accessories |
| 23 | Water proofing of precast arches |
| 24 | Hiring charges for high capacity crane 80 MT (02 Nos) for 06 Months@ Rs400000 per crane per month |
| 25 | SURFACING WORK |
| 26 | WBM 75 mm consolidated thickness of stone metal size 63 mm to 45 mm, grading No 1, as per Table-400-9 with type 'A' screening as per Table 400-10 and satisfying the physical requirement as per Table-400-8 of MORT&H specifications, spread, rolled, hollow made up to form true surface blinded and compacted to gradient and camber required all as specified. |
| 27 | Providing and laying 50 mm thick DBM layer, pre-coated stone aggregate physical requirement /grading/mix composition requirement as per Table 500-8/9/10 respectively of MORT&H specification for road and bridge work with 4.25% asphalt VG-10 penetration grade as per MoSRT& H data book and rolled to the required specification. |
| 28 | Providing and laying 50 mm thick BC on Bituminous Concrete layer with precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirement of table 500-16 of MORT&H specifications, mixed with 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix ( for filler) all as specified as per MoRT&H data book Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysOct 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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