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| Tender ID | 4229910 |
|---|---|
| Organisation Name | Pradhan Mantri Gram Sadak Yojana |
| Tender Brief | Corrigendum : Permanent Restoration Of Chimna Chak To Said Garh Road Damaged During The Heavy Rainfalls Of August-september 2025 Under Sasci 2025-26, Package No. Jk05-180, Block Bishnah, District Jammu |
| Last Date For Submission | 18th May, 2026 |
| Opening Date | 19 May, 2026 |
| Document Cost | 1100.00 |
|---|---|
| EMD | 64000.00 |
| Estimated Cost | 3191000.00 |
| City | Bishnah |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | 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 at site, for all lead and lift , 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 direction of Engineer-in-charge.(WMM is also laid in stretches) | 19.46 | Cum |
| 2 | 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. | 5325.00 | sqm |
| 3 | 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 | 5325.00 | sqm |
| 4 | 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-10 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 | 5325.00 | sqm |
| 5 | Earth work in excavation by manual means 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:25 meter beyond 1 m from cutting edge in 70% All Kinds of Soil and 30% Ordinary rock. | 150.00 | Cum |
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