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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹37.4 LAccepted-AOC CONTR VILL MATLA PO ROPA TEHSIL SAINJ DISTT KULLU HP | L-1 | Accepted-AOC l-1 | |
| 2 | L-2₹38.5 L+₹1.1 L (3.00%)Rejected-Finance VILL JABBAL P O GUSHALI TEHSIL CHIRGAON DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | L-2 | Rejected-Finance L-2 |
Tender Value
₹37.4 L
EMD Value
₹74,808
Closing Date
7 Jan 2026, 6:00 pmClosed
Executive Engineer
Rohru
R R Dhamwari Fishkuri Chamrada to Harwani road km 0 00 to 2 150 SH C o B wall in wire crate at Rd 0 015 to 0 115 0 840 to 0 870 0 885 to 0 900 0 920 to 0 955 1 00 to 1 015 P L kharanja stone soling at Rd 0 00 to 100
2025_PWD_124692_88
PW-RD tender-25-26-16394-98 dated 15-12-25
Open Tender
Civil Works - Roads
Percentage
120 days
Rohru
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
₹74,808
22 Apr 2026
1 Jan 2026
8 Jan 2026
1 Jan 2026
7 Jan 2026
1 Jan 2026
Excavation in hilly area by mechanical means i/c cutting and trimming of side slope and disposing of side slopes and disposing of excavated earth with lift upto 1.5 mtr and 20mtr as per technical specification pick and jumper work .
Earthwork in excavation for structure as per drawing and technical specification 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, dresseing of sides and bottom and backfilling in trenches with excavated suitable material .
providing and laying of boulder apron laid in wire crates with 4 mm dia Gl wire conforming to IS 280 and IS 4826 in 100 mm into 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighting not less then 25 kg each as per drowing and technical specifications clause 1301
Preparation of sub grade by dressing to combor (Earth work of the cutting involved for sub-grade to be paid for separately) upon the classification of soil completed as per HP PWD specifications including carriage of materials with in all leads and lifts as per direction of Engineer-in-charge.
Consolidation of sub grade with road roller including Making good the undulation etc. With earth of quarry soil etc. And rerolling the sub grade completed as per HP PWD specifications .
Stone solling properly hand packed filling interstices with kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum of earth etc. Complete as per HP,PWD specification . 150 mm spread thikness (finished work including materials and labour)
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