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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹52.5 LAdmitted-Fee/PreQual/Technical/Finance | -3.27% | ₹52.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹53.9 L+₹1.4 L (2.61%)Admitted-Fee/PreQual/Technical/Finance | -0.75% | ₹53.9 L+₹1.4 L (2.61%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹64.1 L
EMD Value
₹1.3 L
Closing Date
7 Sept 2026, 4:00 pmClosed
Executive Engieer RnB Division Kulgam
Executive Engieer RnB Division Kulgam
Restoration of road from Sakharsum Bridge to Khudwani Ghat (Agg. length 1.50 Kms)
2026_PWDJK_322770_4
60/2026-27/RnB/Kul/5999-6009 Dtd 29-08-2026
Open Tender
Civil Works
Percentage
30 days
Kulgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,600
No 0470010200000099
₹1.3 L
10 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
7 Sept 2026
31 Aug 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 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : | 54 | Cum | 225.18 | ₹12,159.72 |
| 2 | Site Clearance from canal inclsuive of leads and lifts upto 5. Mtrs upto 1.5 kms Kms | 45 | Cum | 162.14 | ₹7,296.3 |
| 3 | Drain clearance material for an avg: lead of 2.00 Kms | 45 | Cum | 156.19 | ₹7,028.55 |
| 4 | Providing and Laying of Nallah muck/RBM of specified grade and size including watering, dressing, and ramming with PRR 8 to 10 ton capacity with all carriages, loading/unloading complete. | 1 | Cum | 0.6 | ₹0.6 |
| 5 | Providing & laying of RCC spun pipes including necessary earthwork in excavation and filling cushion over pipes including cost and carriage of all materials complete. | - | - | - | - |
| 6 | 450mm Dia pipe (18" Dia) | - | RM | 0.6 | - |
| 7 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. | - | Sqm | 1 | - |
| 8 | 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). | 2,970 | Sqm | 4.86 | ₹14,434.2 |
| 9 | 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 | 123.75 | cum | 1,653.4 | ₹2,04,608.25 |
| 10 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, 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. | 4,950 | Sqm | 48.39 | ₹2,39,530.5 |
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