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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 LAccepted-Finance | L1 | Accepted-Finance due to lowest bidder | |
| 2 | L2₹19.1 L+₹11,404.70 (0.60%)Rejected-Finance | L2 | Rejected-Finance due to highest bidder |
Tender Value
₹19.0 L
EMD Value
₹38,000
Closing Date
5 Mar 2026, 5:00 pmClosed
Executrive Enginer HP,PWD Division Jawalamukhi
Executrive Enginer HP,PWD Division Jawalamukhi
C/O Protection Work and Drain Drain at RD 27/400 to 27/600 and 27/950 to 29/000
2026_PWD_129786_1
8561-62 dt 23.02.2026
Open Tender
Civil Works
Percentage
60 days
Executrive Enginer HP, PWD Division Jawalamukhi
Please refer Tender documents.
12 documents required · 12 mandatory
₹500
₹38,000
27 May 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
5 Mar 2026
27 Feb 2026
Earth work in excavation in foundation for all types of structures such as retaining walls, breast walls, culvers, drains, parapets and other similar structures in all kinds and classification of soil, including saturated 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 on 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 obstructions necessary for placing the foundations, trimming, leveling ramming and watering bottom of excavation and backfilling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 15cm (fifteen centimeter) 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 clause 305.1 and 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, sales tax, GST or any other taxes imposed by the Government.
Providing and laying mechanically mixed and vibrated concrete for plain cement concrete Grade M-10 (M-Ten) nominal mix 1:3:6 (One cement isto three sand isto six graded crushed stone aggregate 20mm (Twenty millimeter) nominal size), in or under water in open foundation for all type of structure 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 under water for all heights/depths and any quantum of water, including cost of form work and curing complete for 14 (fourteen) days and as per drawing and MORD Technical specification section 800, 900 & 1200 and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, toll tax, sales tax or any other taxes imposed by the Government.
Providing and laying for construction of Granular sub base/base 175mm (one hundred seventy five millimeter) compacted thickness by providing well graded material spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with tractor mount appropriate rotavator at OMC and compacting with three wheel 80-100 (eighty – One Hundred) kN static roller to achieve the desired density, complete as per MORD technical specification section 400 for grading material and as per the direction and entire satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, GST, toll tax or any other taxes imposed by the Government.
Providing and Laying construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-25 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 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, admixtures as approved, curing of concrete slabs for 14 days using curing compound ( where specified) and water finishing lines and grade as per drawing and Technical Specification clause 1501.and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incidentals. The rates including Royality, Malkana, Octroi, Toll tax, Sale tax, GST or any other taxes imposed by the Government.
Providing and laying mechanically mixed and vibrated concrete 1:5:10 (one cement isto five sand isto ten graded crushed stone aggregate (40mm) (forty millimeter nominal size) for plain/cement concrete in all heights/depths, in or under water, including pumping or bailing out water/ dewatering (surface and sub-soil water) and removal of the slush which may arise at the time of laying under water, for all heights/ depths and any quantum of water, including cost of form work and curing complete in Retaining Walls & Breast Walls and the like etcetera complete, as per drawing and MORD technical specification section 800, 1200 & 1600 as per the satisfaction and the direction of Engineer-in-Charge including carriage of materials within leads, lifts and other incidentals. The rate including Royality, Malkhana, Octroi, toll tax, sales tax or any other taxes imposed by the Government..
Providing and laying 100mm (one Hundred millimeter) dia ISI marked VECTUS /FINOLAX P.V.C. pipe ( working pressure not less then 4 Kg per sequre cm) Weep Holes in brick masonry/stone masonry plain/ reinforcement concrete abutments, wing wall/ return wall, retaining walls and breast walls, extending through the full width of the structure with slope of 1(V): 20H (One vertical isto twenty Horizontal) towards drawing face complete as per drawing and MORD technical specification clause 614,709,1204.3.7 and as per the direction and entire satisfaction of Engineer-in-Charge complete, including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government.
Providing and Laying filling Behind Retaining Wall with approved Granualr mterial 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 full height compacted to firm condition completeas per drawing and technical specification clause 1204.3.8 and as directed by the Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government.
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