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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.9 LAccepted-AOC CHENAB VALLEY DIVISION HPPWD UDAIPUR HIMACHAL PRADESH | CHAMBA | HIMACHAL PRADESH | 176207 | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹4.2 L+₹30,720.25 (7.94%)Rejected-Finance VILL SURAN P O KHADYAD TEH KOTLI DISTRICT MANDI H P | L-2 | Rejected-Finance Being L-2 |
Tender Value
₹4.1 L
EMD Value
₹8,200
Closing Date
24 Jun 2026, 10:00 amClosed
Executive Engineer HPPWD Division Nerchowk
HPPWD Division Nerchowk
Construction of retaining wall in wire crate at RD 1/330 to 1/345) under PDNA-2023.
2026_PWD_136719_7
PW-NCD-E-Tender/ Publication/2026- 1803-12 dt. 12.06.2026
Open Tender
Civil Works
Percentage
60 days
Nerchowk
As per bid document
12 documents required · 12 mandatory
₹350
₹8,200
3 Aug 2026
16 Jun 2026
24 Jun 2026
16 Jun 2026
24 Jun 2026
16 Jun 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 |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation for foundation of structures up to as per drawing and technical specifications, including selling out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavated earth to the extent required and utilizing the remaining earth locally for road work. including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge. | 45.45 | Per Cubic Metre | 287 | ₹13,044.15 |
| 2 | Providing and laying of boulder aporn laid in wire crate with 4mm (Four mm) dia Gl wire conforming to IS: 280 and IS:4826 in 100mm X100mm (One Hunderd into One Hunderd) mesh (woven diagonally) including 10%extra (Ten persant) for laps and joints laid with stone boulders weighing not less then 25kg each as per drawing and technical specification clause 1301.including carriage of material and other incidentials as per the direction of the Engineer-in Charge. | 118.8 | Per Cubic Metre | 3,100 | ₹3,68,280 |
| 3 | Back filling behind abutment wing wall and retainling wall complete as per drawing & technical specification clause 1204.3.8 Granular material and including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge. | 25.65 | Per Cubic Metre | 1,102.5 | ₹28,279.13 |
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