Public Works Department-PWD has published Repair Renovation Damage To Dhara Nawra Kirna Road Km 0/00 To 5/00 ( Sh:- Construction Of Retaining /Wall In Pcc 1:4:8 At Rd 1/040 To 1/065). Submission Date for this Tender is 25-05-2024. Wall Construction Tenders in rohru Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 23-Mar-2024 | date change | Date | 16-04-2024 |
| 2 | 16-Apr-2024 | DATE EXTENDED | Date | 25-05-2024 |
| FileName | File Description | File Size |
| a36efef6-f4aa-46e2-9c71-1a5375acec3a.html | Tender Notice | 0 KB |
| BOQ_131578.xls | Tender Document | 0 KB |
| S-10-Nawara.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 including all lead and lifts as per directed by the Engineer-in-Charge. |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge |
| 3 | Plain/ reinforced cement concrete 1:6:12 (1cement: 6 sand: 12 graded stone aggregate 40mm nominal size)for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge |
| 4 | Plain/ reinforced cement concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge |
| 5 | Providing wep holes in bricks masonary/ stone masonary/plain reinforcement concrete abutment,wingwall,return wall with 100 mm dia PVC pipe extending through the full width ofstructute with slope of (V) :20(H) towards drawing face comlpete as per drawing and technical specisification Clause 614,709,1204.3.7 as directed by Enginee-in- Charge including carrige of material through all modes of transpotation with in all leads and lifts and other incidentals. with in all leads and lifts as per directed by Enginee-in- Charge.. |
| 6 | Providing and layingbackfilling behind abutment,wing wall and return wall with granular material complete as per MORDdrawings & technical specification Clause 1204.3.8 as directed by Enginee-in- Charge. |
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