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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance W NO 14 KATHUA TEHSIL DISTRICT KATHUA | KATHUA | JAMMU AND KASHMIR | 184101 | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Rejected-Technical | Rejected-Technical Non Responsive as per criteria |
Tender Value
₹7.2 L
EMD Value
₹21,600
Closing Date
27 Jun 2022, 4:00 pmClosed
Executive Engineer
Office of the Executive Engineer JDA Div. No.II Nehru Market Ware House, Jammu
Providing and laying 25mm thick premix carpet on left side of Aap Shambu Road at Roop Nagar, JDA Housing Colony.
2022_HAUDD_173951_1
JDA/II/e-NIT/2022-23/19 Dated 13-06-2022
Open Tender
Civil Works
Item Rate
30 days
Jammu
As per SBD
3 documents required · 3 mandatory
₹500
Vice Chairman JDA
₹21,600
13 Jul 2022
13 Jun 2022
28 Jun 2022
13 Jun 2022
27 Jun 2022
13 Jun 2022
Amount
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
Providing and laying spreading and compacting graded stone aggregate size range (53mm to 0.075mm) wet mix macadam specification including premixing the material and water at OMC in mechanical mix plant carrige of mixed material by tipper to site for all leads and lifts laying in uniform layer with mechanical paver finisher in sub base course on well prepared surface and compacting with vibratory roller of 8/10 tonne to achieve the desired density complete as per specification and direction of engineer in-charge.
Providing and laying 25mm thick open graded premix carpet surface manually with 2.25 cum and 1.12 cum of stone chipping of 13.2mm size and 11.2mm size respectively and 52 Kg and 56 Kg of hot bitumen per cum of stone chipping of 13.2mm and 11.2mm size respectively and consolidation with road roller of 6 to 9 tonne capacity including preparation of existing road surface as per specification and then laying of tack coat with hot straight run bitumen of grade 80/100 spraying the bitumen with mechanically operated spray unit @ 0.75 Kg/Sqm over WBM surface and finally finishing the surface with seal coat using 128 Kg of bitumen of grade 80/100 per cum of fine aggregate and 0.60 cum of fine aggregate (crusher sand) per 100 Sqm of road surface including rolling and finishing with 6 to 9 tonne road roller complete (finished item including cost of bitumen. (Complete Job).
Disposal of Mulba by mechanical transport from site of work to dumping site including cost of loading and un-loading (Complete Job)
Puneet Verma
Ashwani Kumar
Sham Dass
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