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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.2 LAccepted-AOC | L1 | Accepted-AOC work started | |
| 2 | L2₹30.1 L+₹2.9 L (10.8%)Rejected-Finance HIMACHAL PRADESH HP | L2 | Rejected-Finance L2 | |
| 3 | L3₹30.8 L+₹3.6 L (13.3%)Rejected-Finance HIMACHAL PRADESH HP | L3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical VILLAGE BHAMNA KAHANGARH ROAD SAMANA DISTT PATIALA | SAMANA | PATIALA | PUNJAB | - | Rejected-Technical Not responsive due to required machinery not mentioned in Affidavit |
Tender Value
₹29.3 L
EMD Value
₹58,700
Closing Date
27 Feb 2026, 10:00 amClosed
EE Nalagarh
Nalagarh
C/O link road to village odda km 0/0 to 2/00 (SH C/O B/wall at RD 1/120 to 1/150, V shape drain at RD 1/180 to 1/330, r/wall at RD 1/420 to 1/435 and Gr-I, Gr-II and MSS work at RD 1/00 to 2/00) Under OFC Deposit
2026_PWD_128836_1
NIT No,10778-81 dated 16-02-20026
Open Tender
Civil Works
Percentage
90 days
Nalagarh
6 documents required · 6 mandatory
₹2,000
₹58,700
11 Aug 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
27 Feb 2026
18 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 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 1 | Cum | 185 | ₹184.98 |
| 2 | Providing and laying mechanically mixed and vibrated plain cement concrete in foundation for all type of structure complete of plain concrete nominal mix 1:4:8 (one cement isto four sand isto eight graded stone agreegate 40 mm (forty millimetre) nominal size). including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge | 0.2 | Cum | 4,098.8 | ₹819.76 |
| 3 | Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all type of structure complete of plain concrete nominal mix 1:3:6 (one cement isto three sand isto six graded stone agreegate. including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge. | - | Cum | 5,082.6 | - |
| 4 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full hieght compacted to firm condition complete as per drawing and techanical specification clause 1204.03.8. including carriage of material with in all lead and as per the direction nd entire satisfaction of Engineer-in charge. | - | Cum | 761.02 | - |
| 5 | Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutments, wing walls, return walls with 100 mm(One hundred millimeters) dia PVC pipe extending through the full width of wall/structure with slopes of 1(One) (v): 20(Twenty)(H) towards drawing and technical specification clause 614, 709,1204,3.7 as per the direction of the Engineer-in-charge including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge | - | Each | 242.2 | - |
| 6 | Preparation of sub grade by dressing to camber (Earth work involved for cutting for sub grade to be paid for separately depending upon the classifications of soil omplete as per HPPWD specifications including hauling of materials in all kinds of leads , lifts and other incidental, as per the direction of the Engineer-in-charge. Therate including of octroi, royality, Malkana, Tol Tax, GST and other taxes imposed by the Government. | - | Sqm | 1.8 | - |
| 7 | Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry dust etc. and rerolling the sub grade with road roller complete.including hauling of materials in all kinds of leads ,lifts and other incidental, as per the direction of the Engineer-in-charge. The rate including of octroi, royality, Malkana, Tol Tax, GST and other taxes imposed by the Government. | - | Sqm | 1.9 | - |
| 8 | 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 stage 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 as per Technical Specification Clause 405 By Mechanical means WBM Grading-I (G-I) including hauling of materials in all kinds of leads , lifts and other incidental, as per the direction of the Engineer-in-charge. The rate including of octroi, royality, Malkana, Tol Tax, GST and other taxes imposed by the Government. | - | Cum | 1,478.8 | - |
| 9 | 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-II (G-II) as per Technical Specification. including hauling / carriage of all labour equipments and materials to various locations through all modes of transporations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge | - | Cum | 1,748.8 | - |
| 10 | Providing and applying prime coat with with bitumen VG-10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 to 1.00 kg per sqm using mechanical means as per Technical Specification Clause 502. including hauling of materials in all kinds of leads ,lifts and other incidental, as per the direction of the Engineer-in-charge. The rate including of octroi, royality, Malkana, Tol Tax, GST and other taxes imposed by the Government. | - | Sqm | 86 | - |
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