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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.4 LAccepted-AOC | ₹1.4 L | 1 | Accepted-AOC 1st lowest |
| 2 | 2₹1.7 L+₹27,667.61 (19.6%)Rejected-Finance HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 172029 | ₹1.7 L+₹27,667.61 (19.6%) | 2 | Rejected-Finance 2nd lowest |
| 3 | 3₹2.1 L+₹64,329.63 (45.6%)Rejected-Finance VILLAGE AND P O MISSERWALA TEHSIL PAONTA SAHIB DISTRICT SIRMOUR H P | MISSERWALA | SIRMOUR | HIMACHAL PRADESH | ₹2.1 L+₹64,329.63 (45.6%) | 3 | Rejected-Finance 3rd lowest |
| 4 | Rejected-Technical VPO MISSERWALA TEHSIL PAONTA SAHIB DISTRICT SIRMOUR HP PIN CODE 173025 | PAONTA SAHIB | SIRMOUR | HIMACHAL PRADESH | 173025 | - | - | Rejected-Technical Non Responsive |
Tender Value
₹2.0 L
EMD Value
₹3,910
Closing Date
4 Mar 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer NH Division HPPWD Nahan
A/R and M/O to Kala Amb Paonta Sahib Dehradun road on (New NH07) Km 46/00 to 103/00 (SH Providing and fixing M.S. steel railing Sainwala Bridge at RD 87/750, Tokiyon Bridge at RD 87/015 alongwith parapet at tokiyon Bridge)
2026_PWD_129456_4
NIT No.5920-50 dated 23.02.2026
Open Tender
Civil Works - Highways
Percentage
60 days
Nahan
refer tender document
7 documents required · 7 mandatory
₹350
₹3,910
7 Jul 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 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 | Excavation for road work in soiul with hydraulic excavator inclduing cutting and loading in tippers, trimming, bottom and site slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location including all leads, lifts and carriage as per entire satisfaction of Engineer-in-charge | 0.75 | Per cubic metre | 184.3 | ₹138.23 |
| 2 | Providing concrete for plain/reinforced (R.C.C. M-20) (twenty) cement at the rate of 6.60 bags per cubic metre nominal mix 1:2:4 (one cement:two sand:four crusted stone aggregate twenty millimetres nominal size) in open foundations complete as per drawings and technical specifications including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. | 1.8 | Per cubic metre | 6,830.9 | ₹12,295.62 |
| 3 | Upplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications including all leads, lifts and carriage of materials as per the drawing and technical specification including all leads, lifts and carriage as per entire satisfection of Engineer-in-charge. | - | Per Tone | 1,00,802.86 | - |
| 4 | Providing and fixing in position pipe railing consisting of IS Rolled steel sections designation 2 no MS angle 65x65x6 placed back to back at 1.05 m interval height 1.80 and three rows of 50mm dia steel pipes (heavy) including fixing in position on bridge deck complete as per drawing and technical speficiations including all leads, lifts and carriage of materials as per the direction and entire satisfaction of the Engineer-in-charge. | 66.5 | Per Rmt | 2,548.7 | ₹1,69,488.55 |
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