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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAccepted-AOC | ₹8.8 L | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹8.9 L+₹8,299.15 (0.94%)Rejected-Finance | ₹8.9 L+₹8,299.15 (0.94%) | L2 | Rejected-Finance Being a 2nd lowest |
| 3 | Rejected-Technical WARD NO 6 LOWER DHALPUR DISTT KULLU HP | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical VILLAGE POST OFFICE PANJAIN TEHSIL BALI CHOWKI DISTT MANDI | PANJAIN | MANDI | HIMACHAL PRADESH | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹8.5 L
EMD Value
₹17,000
Closing Date
7 Apr 2026, 6:00 pmClosed
Er. B.C. Negi
Executive Engineer, Kullu Division, HP.PWD, Kullu
Restoration of rain damages on Darka Bhumteer road Km 0/000 to 7/000 (SH- Construction of wire crated Breast wall at Km 0/125 to 0/145).
2026_PWD_132797_1
PW/KD/TA/2025-26-15984-91 dated 27.3.2026
Open Tender
Civil Works - Roads
Percentage
60 days
Kullu
As refer to bid document
9 documents required · 9 mandatory
₹350
₹17,000
11 Sept 2026
30 Mar 2026
8 Apr 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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. | |||||
| 2Earth 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. | |||||
| 3Providing and laying concrete for plain/reinforcement conc. In open foundation as per drawing and technical specification clause 802,803,1202 and 1203 PCC grade 1:4:8 (One cement: Four sand: Eight graded stone) nominal mix within all leads and lift including carriage of materials and as per direction of Engineer-in- charge. | |||||
| 4Providing and laying of boulder apron laid in wire crates with 4mm (Four millimetre ) dia GI wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (One hundred millimetre x One hundred millimetre ) mesh (woven diagonally ) including 10(Ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg. (Twenty five kilogram ) each as per drawing and technical specifications clause 1301 within all leads and lift of materials and as per direction of Engineer-in- charge. | |||||
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