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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-Finance VPO SADWAN TEHSIL NURPUR DISTT KANGRA H P | L1 | Accepted-Finance L1 | |
| 2 | Not Admitted-Finance | - | Not Admitted-Finance Not qualified for AOC | |
| 3 | Not Admitted-Finance | - | Not Admitted-Finance Not qualified for AOC | |
| 4 | Not Admitted-Finance | - | Not Admitted-Finance Not qualified for AOC | |
| 5 | Not Admitted-Finance INDORA HIMACHAL PRADESH HP | KULLU | HIMACHAL PRADESH | 172001 | - | Not Admitted-Finance Not qualified for AOC |
Tender Value
₹15.9 L
EMD Value
₹31,700
Closing Date
1 Mar 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer Indora Division HPPWD Indora
C.C. Pavement at RD. 6.080 to 6.169 and 9.800 to 9.870 and Construction of PCC Retaining wall at RD. 6.110 to 6.130 RHS under PDNA
2026_PWD_129219_1
8294-8323 dated 13.02.2026
Open Tender
Civil Works
Percentage
90 days
Indora
please refer as tender documents.
9 documents required · 9 mandatory
₹500
Yes
₹31,700
Yes
30 Mar 2026
22 Feb 2026
2 Mar 2026
22 Feb 2026
1 Mar 2026
22 Feb 2026
Providing, laying, spreading and compacting of stone aggregate of specific sizes to water bound Macadam specification including spreading in uniform thickness hand packing, rolling with smooth wheel 80-100(eighty-hundred) K.N. static Road roller in stages to proper grade and camber, applying and bromming, crushable screening at the rate of 0.22 cum ( zero point two two cubic meters) per ten square meters, to fill up the interstices of coarse aggregate, watering and compacting to the required density grading –III, 53mm to 22.4mm ( Fifty three millimeters to twenty two point four millimeters) size, 75mm ( seventy five millimetre) compacted thickness as per M.O.R.D. technical specifications clause No. 405 by Mechnical Means including of material in all leads, lifts as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other equivalent type as per Clause 1501 using M30 (Grade),(design mix) concrete having coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five millimetre), mixed in a concrete mixer of not less than 0.2 cum (zero point two cubic meter) capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 (one hundred twenty five) micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 (fourteen) days using curing compound (where specified) and water finishing lines and grade as per drawing and MORD Technical specification section1500 and as directed by the Engineer-in-charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
Earth work in excavation for all types of road structures such as retaining walls, breast walls, culverts, drains, parapets and other similar structures in all kinds and classification of soil, comprising of ordinary mix soil, ordinary rock, hard rock, chiseling/wedging out rocks (where blasting is prohibited) complete in accordance with the lines and dimensions shown in the drawings, including setting out, construction of shoring, bracing, removal of stumps and other deleterious materials and disposal of excavated material upto any leads and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm (one hundred fifty milimeters) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub-soil water) up to any depth and any quantum of water and cleaning of slush which may arise out during dewatering complete as per drawing and MORD Technical Specification section 300 & 1600 as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government.
Providing and laying mechanically mixed and vibrated concrete for plain cement concrete nominal mix 1:4:8 (One cement isto four sand isto eight graded crushed stone aggregate 40mm (Forty millimeter) nominal size), on ground or under water for all type of structure, in Retaining wall / Breast wall and the like etcetera complete including pumping or bailing out water, dewatering (surface/sub soil water)including removal of slush which may arise at time of laying concrete for all heights/depths including cost of form work and curing complete for 14 (fourteen) days as per drawing and MORD Technical specification section 800, 900, 1200 and 1600 as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government.
Back filling with granular materials behind abutment, Retaining wall/Breast wall, Wing walls and the like complete as per drawings and MORD technical specification section1200,1600 and as per direction and entire satisfaction of the Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax,GST or any other taxes imposed by the Government.
Providing and laying 100mm (one hundred millimetre) diametre PVC pipe Weep Holes in brick masonry/stone masonry/plain/reinforced concrete abutments, wing wall/return wall, retaining walls and breast walls etc. extending through the full width of the structures with slope of IV-20H (One vertical twenty Horizontal) towards draining face complete as per drawing and M.O.R.D. technical specification section 700 and 1200 as per the directions and the entire satisfation of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
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