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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.3 LAccepted-Finance | L1 | Accepted-Finance Due to lowest bidder | |
| 2 | L2₹25.6 L+₹26,088.07 (1.03%)Rejected-Finance HIMACHAL PRADESH HP | L2 | Rejected-Finance Due to highest bidder | |
| 3 | L3₹26.1 L+₹78,525.09 (3.10%)Rejected-Finance | L3 | Rejected-Finance Due to highest bidder | |
| 4 | L4₹26.6 L+₹1.3 L (5.16%)Rejected-Finance | L4 | Rejected-Finance Due to highest bidder |
Tender Value
₹26.1 L
EMD Value
₹53,000
Closing Date
2 Feb 2026, 5:00 pmClosed
Executrive Enginer HP,PWD Division Jawalamukhi
Executrive Enginer HP,PWD Division Jawalamukhi
P/L WMM ,Prime Coat, Tack Coat, and P/L 25mm thick BC, C.C.Pavement V-Shape Drain and Edge wall )
2026_PWD_126703_1
J/ mukhi 8089-90 dated 23.01.2026
Open Tender
Civil Works
Percentage
45 days
Executrive Enginer HP, PWD Division Jawalamukhi
As per SBD
11 documents required · 11 mandatory
₹2,000
₹53,000
21 Feb 2026
27 Jan 2026
3 Feb 2026
27 Jan 2026
2 Feb 2026
27 Jan 2026
Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drain and Parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks (Where blasting is prohibited) as per drawings and M.O.R.D. technical specification section 300 and 1600 and as per direction of the Engineer- In – Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and lift including dressing of sides, bottom and back filling in trenches with excavated suitable approved material to the original surface in layer not executing 150 mm (one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto any depth any quantam of water including cleaning of slush which may arise out during dewatering complete as per direction of Engineer-in-Charge. Including carriage of materials within 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 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 structures and in drains, pipe culverts 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, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government.
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN (eighty to one hundred kilonewton) weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 and 400.12 and M.O.R.D.Technical Specification Section 400 and as per direction of Engineer-in-charger including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rates including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government.
Providing and applying primer coat with Bitumen emulsion (SS-I of IOCL/BPCL/HPCL) on the prepared surface of granular base including cleaning of road surface with Hydraulic brooms and spraying primer at the rate 1.0 Kg. ( One kilogram) per square metre weight of emulsion by mechanical means as per M.O.R.D. technical specifications section 500 as per the entire satisfaction and directions of Engineer – in- Charge including carriage of materials within 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 applying tack coat with Bitumen emulsion RS-I of IOCL/BPCL/HPCL, including cleaning the road surface with hydraulic brooms and spraying with emulsion pressure distributor at the rate 0.25 to 0.30 kg (Zero point two five to zero point three zero kilogramme) per square meter on the prepared granular surface treated with primer complete as per MORD Technical specification section 500, and as per the entire satisfaction and direction 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 25mm ( twenty millimetre) thick bituminous concrete with 100-120 IPH batch type hot mix plant producing an average output of 75(Seventy five) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of VG-30 (VG - Thirty of IOCL/BPCL/HPCL), @5.5 (five point five)percent of mixed and filler, transporting the hot mix to work site,ensuring required temprature before laying with a hydrostic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compaction as per MORTH Technical specification clause 507 complete in all respects or as directed by the Engineerin-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.
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 direction of Engineer-in-Charge. Including carriage of materials within 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.
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