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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.6 LAccepted-Finance | ₹80.6 L | L1 | Accepted-Finance L1 (allotted amount Rs. 7323768.40/ -) |
| 2 | L2₹1.0 Cr+₹21.5 L (26.7%)Accepted-Finance | ₹1.0 Cr+₹21.5 L (26.7%) | L2 | Accepted-Finance L2 |
| 3 | L3₹1.1 Cr+₹25.6 L (31.8%)Accepted-Finance | ₹1.1 Cr+₹25.6 L (31.8%) | L3 | Accepted-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹73.2 L
EMD Value
₹1.5 L
Closing Date
11 Jun 2026, 6:00 pmClosed
Executive Enigneer
PWD RandB Division Udhampur
Infrastructural development/ upgradation in F and V Market Udhampur (BWO Macadamization/ repair of Auction platform). (Under Capex Budget 2026-27)
2026_PWDJK_311648_1
e-NIT No. 38 of 2026-27 dated 05.06.2026
Open Tender
Civil Works
Percentage
60 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Executive Engineer PWD Division Udhampur
₹1.5 L
31 Aug 2026
5 Jun 2026
12 Jun 2026
6 Jun 2026
11 Jun 2026
6 Jun 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 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Welded | 3,106.67 | kg | 138.2 | ₹4,29,341.79 |
| 2 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50 mm thick with zinc coating not less than 275 gram/m2 | 243.52 | sqm | 852.5 | ₹2,07,600.8 |
| 3 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work | 227.1 | Sqm | 131.85 | ₹29,943.14 |
| 4 | Painting on G.S sheets with synthetic enamel paint of approved band and manufacture of required colour to give an even shade on New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. | 1,015.04 | Sqm | 149.05 | ₹1,51,291.71 |
| 5 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means) | 7,218.5 | sqm | 5.55 | ₹40,062.67 |
| 6 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge | 34.95 | Cum | 1,885.95 | ₹65,913.95 |
| 7 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. | 7,218.5 | sqm | 56.1 | ₹4,04,957.85 |
| 8 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity | 360.93 | Cum | 8,734.85 | ₹31,52,669.41 |
| 9 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-30 with no solvent | 7,218.5 | Sqm | 268.15 | ₹19,35,640.78 |
| 10 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete | 7,218.5 | Sqm | 102.85 | ₹7,42,422.73 |
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