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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹4.7 LAccepted-Finance VILLAGE PO JARWA SUB TEHSIL RONHAT DISTRICT SIRMOUR H P | SIRMAUR | HIMACHAL PRADESH | 173001 | L-1 | Accepted-Finance Being 1st Lowest | |
| 2 | L-2₹5.1 L+₹43,153.13 (9.27%)Rejected-Finance | L-2 | Rejected-Finance Being 2nd Lowest |
Tender Value
₹5.7 L
EMD Value
₹12,000
Closing Date
30 Jun 2026, 9:00 amClosed
EE Seraj
HPPWD Division Seraj at Janjehli
MPS 2025 1051 Construction of Seri Kakradhar road in Km 0 000 to 6 000 SH Construction of Breast wall in wire crate at Rd 3 660 to 3 720
2026_PWD_137034_7
2708-10 Dated 12.06.2026
Open Tender
Civil Works - Roads
Percentage
Janjehli
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹12,000
8 Jul 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
30 Jun 2026
20 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 | Excavation in soil in hilly area by mechanical means including cutting and trimming of side slops and disposing of excavated earth with a lift upto any metre and lead upto any metre as per technical specification clause 1603.1. including carriage of materialwithin all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge. | 90 | Per Cubic Meter | 150 | ₹13,500 |
| 2 | Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stump and other deleterious material and disposal up to any lead , lifts and dressing of sides and bottom and backfilling in trenches with excavated suitable material ordinary soil including carriage of materialwithin all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge. | 45 | Per Cubic meter | 552.35 | ₹24,855.75 |
| 3 | Providing and laying of boulder apron laid in wire crates with 4mm ( four millimeter dia ) G.I wire conforming to 1.5,280 and 1.5, 4826 in 100mm x 100 ( one hundred in to one hundred millimeters ) in much (woven diagonally ) including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg ( twenty five kilo gram ) each as per drawing including carriage of materialwithin all leads and lifts and other incidental and as per the direction of the Engineer-in-Charge. | 187.2 | Per Cubic meter | 2,864.6 | ₹5,36,253.12 |
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