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| Tender ID | 4408044 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Road Protection Work/slope Stability Measures St Ch. 12.200 Km-ch. 12.284 Km Along Lambidhar-kimadi-dehradun Road, Sh-79, Uttarakhand |
| Last Date For Submission | 7th Jul, 2026 |
| Opening Date | 07 Jul, 2026 |
| Document Cost | 5000.00 |
|---|---|
| EMD | 1675000.00 |
| Estimated Cost | 0.00 |
| City | DEHRADUN |
|---|---|
| State | Uttarakhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | EXCAVATION OF DEBRIS AND SCREE FROM THE NALLAH CH. 12.200 TO CH 12.284 KM | ||
| 2 | Excavation in Soil with Dozer with lead upto 1000 metres (Excavation for roadway in Soil/ordinary rock by mechanical means, including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | 2000.000 | Cum |
| 3 | SURIFICIAL TREATMENT CH. 12.200 TO CH 12.284 KM AT ELEVATION RANGING FROM. EL 1254M TO EL 1300M | ||
| 4 | Supply and installation of high tensile rolled cable net having aperture size not more than 300mm in one direction and minimum longitudinal tensile strength 100 KN/M and puncturing resistance 200 kN,comprising of minimum 8mm dia wire rope cable with a minimum breaking load of 40.7kN. The tensile strength of wire of the cable should be 1770 N/sqmm having corrosion protection of Zn Coating Class A or 95% Zn + 5% Al Class-B (Galfan) Coating as per IS/ISO-17746-2016 for treatment of slopes including all cost of material (net, boundary rope & rope anchor etc. comprising of the complete system), labour, special labour and T&P required to complete the work in all respect in accordance with drawings,Technical Specifications and as per the direction of Engineer-in-charge. Product Manufacturer shall have in-house test facility for conducting longitudinal tensile strength and puncturing resistance test and shall be responsible for carrying out both test (longitudinal tensile strength and puncturing resistance) during PDI, per lot in presence of respresentative/s of E-i-C on his own expenses. | 4032.000 | Sqm |
| 5 | Supply and fixing of Double Twisted Mesh including all cost of material, labour and T&P required tocomplete the work in all respect with following properties: a. Mesh type : 6x8, Mesh opening : 60mm X 80mm b. Mesh Wire dia. 2.2/3.2mm (ID/OD), mechanically edged/selvedged with galvanization as per EN10223-3, and shall have minimum 16 numbers of mesh openings per meter of mesh perpendicular to twist. c. Tensile strength (500 Mpa) at a minimum elongation of 10%. The minimum tensile strength of the mesh panel must be 34.0 kN/m (+/-5kN/m) in the parallel to the twist direction and 13 kN/m in the perpendicular to the twist direction in accordance with the requirements of IS 16014:2018. d. Zinc Coating: The coating weight shall be heavily coated and soft type confirming to the requirements ofspecifications IS 4826:1972. Adhesion of Zinc Coating: No flakes or crack shall be observed while testing for adhesion of zinc coating as per IS 4826:1972.* ID/OD - Internal diameter/Outer diameter of Polymer coated wire | 4032.000 | Sqm |
12 Days Left