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| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical VILL SANARLI P O BHANTHAL TEHSIL KARSOG DISTT MANDI H P | MANDI | HIMACHAL PRADESH | 175001 | Rejected-Technical Non Responsive |
| 2 | Rejected-Technical VILLAGE BALI PO BEHLI TEHSIL NIHRI DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | Rejected-Technical Non Responsive |
Tender Value
₹34.7 L
EMD Value
₹69,400
Closing Date
25 Apr 2026, 5:00 pmClosed
EE HPPWD Karsog
EE HPPWD Karsog
Restoration of Link road Shill Badehar to Shaloth Bean road Km. 0/00 to 2/500 (SH Providing and laying WBM G II and G III and BC in Km. 0/000 to 1/000 (Repair and restoration of damaged roads and bridges (05 2245 02 106 01 SOOn/COON V)
2026_PWD_134646_1
2026_PWD_43
Open Tender
Civil Works - Roads
Percentage
120 days
Karsog
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,000
₹69,400
16 Jun 2026
19 Apr 2026
27 Apr 2026
19 Apr 2026
25 Apr 2026
19 Apr 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 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. | - | Per Cubic Meter | - | - |
| 2 | Providing and Laying, spreading and compacting stone aggregate of specified sizes to water bond macadum spcification i/c spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading-3 as per technical specification 405 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. | - | Per Cubic Meter | - | - |
| 3 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. | - | Per Square Meter | - | - |
| 4 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals | - | Per Square Meter | - | - |
| 5 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. | - | Per Cubic Meter | - | - |
| 6 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2. or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals | - | Per Cubic Meter | - | - |
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Shilhbadhear.pdf
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BOQ_199265.xls
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