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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.3 LAccepted-Finance | ₹33.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹35.3 L+₹2.0 L (5.87%)Rejected-Finance CHANDRONA TEHSIL NOHRADHAR DISTRICT SIRMOUR H P | ₹35.3 L+₹2.0 L (5.87%) | L2 | Rejected-Finance L2 |
| 3 | L3₹38.0 L+₹4.7 L (14.1%)Rejected-Finance HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176093 | ₹38.0 L+₹4.7 L (14.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹38.3 L+₹5.0 L (14.9%)Rejected-Finance MANDI HIMACHAL PRADESH | LAHUL AND SPITI | HIMACHAL PRADESH | 175133 | ₹38.3 L+₹5.0 L (14.9%) | L4 | Rejected-Finance L4 |
| 5 | L5₹38.5 L+₹5.2 L (15.5%)Rejected-Finance VILL PO BARSAR TEHSIL BARSAR DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹38.5 L+₹5.2 L (15.5%) | L5 | Rejected-Finance L5 |
Tender Value
₹36.6 L
EMD Value
₹73,300
Closing Date
27 Jul 2026, 10:30 amClosed
Executive Engineer
HPPWD Division Nadaun
P/L GSB, WMM , MT works in Km 1/500 to 2/500
2026_PWD_139489_6
Letter No. 5053-5112
Open Tender
Civil Works - Roads
Percentage
90 days
Nadaun
Please refer Tender documents.
16 documents required · 16 mandatory
₹2,000
₹73,300
11 Aug 2026
20 Jul 2026
27 Jul 2026
20 Jul 2026
27 Jul 2026
20 Jul 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 | Preparation and consolidation of sub grade with power road roller of 8 to 12 (Eight to twelve) tonne capacity after excavating earth to an average of 22.5 cm (Twenty two point five centimetre) depth, dressing to camber and consolidating with road roller including making good the undulations etcetra and re-rolling the sub grade and disposal of surplus earth with upto all leads including entire carriage of materials within all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, Toll tax, GST or other taxes imposed by the Government. | - | Per square metre | 90.5 | - |
| 2 | Construction of granular sub base by providing well graded material mixing in a mechanical mix plant at OMC carriage of mixed material to work site upto all leads spreading in uniform layers with motor grader on prepared surface and compacted with three wheel 80-100 kn static roller to achieve the desired density, complete as per technical Specification Clause 402 for grading –I material and as per direction of Engineer-in- Charge including entire carriage of material with in all leads and lifts and other incidentals . The rates are inclusive octroi , royality , Malkana, toll tax, GST or other taxes imposed by the Government. | - | per cubic metre | 1,849 | - |
| 3 | Providing laying spreading and compacting by mechanical means graded stone aggregate to wet mix macadam specification as per Table 400.12 including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/ base course on a well prepared surface and compacting with vibratory roller to achieve the desired density including lighting barricading and maintenance of diversion, etcetera as per MORT&H technical specification clause 406 and as per directions of Engineer- in- Charge by mechanical means including entire carriage of material in all leads , lifts. and other incidentals . The rates are inclusive octroi , royality , Malkana, toll tax, GST or other taxes imposed by the Government. | - | per cubic metre | 2,200 | - |
| 4 | 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 (zero point seven zero - one point zero kilogram per squaremeter) using mechanical means as per Technical Specification Clause 502 (five hundred two ).Including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge. The rates are inclusive octrol,royality,Malkana, toll tal, or other taxes imposed by government. | - | Per square Metre | 102.9 | - |
| 5 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 to 0.35 kg/sqm (zero point three zero to zero point three five kilogram per square meter ) on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (five hundred three). Including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge. The rates are inclusive octrol,royality,Malkana, toll tax, GST or other taxes imposed by government. | - | Per square Metre | 35.3 | - |
| 6 | Providing laying and rolling of open-graded premix carpet of 20mm (twenty millimetre) thickness composed of 13.2mm to 5.6mm(thirteen point two millimetre to five point six millimetre) crushed stone aggregates at the rate 0.27cum (zero point two seven cubic metre) mixed with 14.6kg( fourteen point six kilogram)per ten square metre bitumen VG-10(viscosity grade ten) in suitable plant and laying by paver finisher to required line , grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100KN(eighty to one hundred) static roller capacity , finished to required level and grades to be followed by seal coat of Type-B as per Technical Specification Clause 508, by mechanical means and as per direction of Engineer-in- Charge including entire carriage of material with in all leads and lifts and other incidentals . The rates are inclusive octroi , royality , Malkana, toll tax, GST or other taxes imposed by the Government. | - | Per square Metre | 236.2 | - |
| 7 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B as per Technical Specification Clause 510, using bitumen VG-10 (viscosity grade ten) at the rate 6.8kg ( six point eight kilogram ) premixed with 0.06 cum (zero point zero six cubic metre)fine aggregate per 10.00 sqm (ten square metre) laid by mechanical means and as per direction of Engineer-in- Charge including entire carriage of material with in all leads and lifts and other incidentals . The rates are inclusive octroi , royality , Malkana, toll tax, GST or other taxes imposed by the Government. | - | Per square Metre | 93 | - |
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