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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.0 CrAccepted-AOC 47 C MODEL TOWN EXTENSION LUDHIANA PB | LUDHIANA | PUNJAB | 141001 | ₹4.0 Cr | 1 | Accepted-AOC Accepted |
| 2 | 2₹4.2 Cr+₹19.4 L (4.87%)Rejected-AOC BEHIND WATER WORKS ST NO 4 JAIN NAGRI ROAD ABOHAR | ₹4.2 Cr+₹19.4 L (4.87%) | 2 | Rejected-AOC Rejected |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
27 Mar 2026, 12:00 pmClosed
Xen SBS Nagar Drainage cum Mining and geology Div
Canal Colony Rahon Raod Nawanshahr
Construction Of TStuds In Between RD 33000 36000 Restoration Of Spur At RD 34500 Of 3R Bandh
2026_WR_162929_4
E-Tender/PWRD/SBS Nagar/Drg/EE/2025-26/15
Open Tender
Civil Works
Item Rate
90 days
Jalandhar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹7.8 L
Yes
Canal Colony Rahon Raod Nawanshahr
3 Jun 2026
7 Mar 2026
27 Mar 2026
7 Mar 2026
27 Mar 2026
7 Mar 2026
18 Mar 2026
Supply of Boulder Stone as per PWD spectifications from Mirthal Quarry to Dump yard with an average lead 146 km (Weight of boulder stone 18 kg to 40 kg should not less than 90% and weight of boulder stone 3.6 kg to 18 kg should not be exceed 10% including carriage, loading, unloading and stacking complete in all respect.
Weaving of wire netting for wire crates and binding sides including cost of M.S Annealed wire 4 mm dia conforming to IS specification code 8 SWG 4mm dia - 280/1978 and partitions to make crate of 15 cm x 15 cm mesh.
Filling of boulder stone into wire crates hand packed including Re-handling of boulder stone from dump yard to site of work lead 0.5 - 1.0 km including loading and unloading as per PWD specifications and instruction of Engineer In charge.
Tipping of wire crates including equipment charges
Excavation of soil using Hyraulic Excavator and hydraulic tractor trolly I/C cutting and loading in trolly and transporting to the embankment locations including all lifts and lead of 3km excluding royalty
Extra for compensation for Ordinary earth/ Ordinary Clay taken from private land without Royalty
Stone pitching 1.0' thick on slopes of guide banks and protection works
Filling 1' thick spall beneath stone pitching on side slopes behind pitching i/c supplying spall from Mirthal quarry to site of work with an avg. lead of 141 km complete in all respect as per PWD specifications and Engineer-in-charge.
Grouting stone pitching with bajri or shingle i/c supplying spall/bajri from Mirthal quarry to site of work with an avg. lead of 141 km complete in all respect as per PWD specifications and Engineer-in-charge.
Any Other Item (CSR+SP)
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
fin_eval.pdf
aoc.pdf
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details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.70 MB
BOQ04.xls
Additional Documents • 0.15 MB
Corrigendum01.pdf
PDF • 0.10 MB
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