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| Tender ID | 3194226 |
|---|---|
| Organisation Name | Bhabha Atomic Research Centre |
| Tender Brief | Corrigendum : Hill Protection Work To Stabilise Cisf Patrolling Road Near Ch 2200, Lalbatti, North Site, Barc, Trombay, Mumbai. |
| Last Date For Submission | 27th Mar, 2026 |
| Opening Date | 01 Apr, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 1866194.00 |
| Estimated Cost | 79076000.00 |
| City | Mumbai |
|---|---|
| State | Maharashtra |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Conducting pull out tests as per IS 11309 code for determining in-situ parameters for design of most economical slope retention system. Cost to include all necessary equipments, platforms safety arrangements, installation of Self - Drilling anchor R32-210, having Nominal OD of 32mm and Internal average dia of 21mm and minimum nominal weight of 2.65kg/Meter of the specified length and nominal maximum force Fy>= 210KN also grouting the same with M30 grade grout etc. as specified by Engineer Incharge. | 1.00 | Nos |
| 2 | Preparing numerical analysis and design of slope retention system for 2200 Chainage area using input parameters viz. pull out tests values, various physical and shear parameters from geotechnical investigation report (Geotechnical investigation report to be provided by the dept.) including preparation of construction drawings, detalied specification, construction methodology, material specification etc. as specified by Engineer Incharge. | 1.00 | Nos |
| 3 | Vetting of Design report for Ch 2200 hill slope protection by IITs/VJTI | 1.00 | Nos |
| 4 | Providing and laying GEOGRID in 3 layers knitted and PVC coated Polyester having minimum tensile strength of 150kN/m, indigenously manufactured from selected high tenacity polyester yarn with high molecular weight (>25000g/mol),and low carboxyl end group (<30 mm mol/Kilogram) (extruded Geogrid & Polyester strip & Geostrip,steel strips not allowed & not accepted) with granular fill as per design prepared by technical provider of reinforced earth wall and slope. The reinforced earth wall and slope should have 100% coverage of 5m width knitted and PVC coated Polyester geogrid. (Coating of Geogrid/Reinforcing geosynthetic material with LDPE, Latex, Bitumen and any other coating will not be allowed and will not be accepted) for reinforced soil wall and reinforced slope application, etc. Complete (Specification: MORTH Section-3100). with prior approval of concerned Engineer - in - Charge. | 1,050.00 | SqM |
| 5 | Providing and laying, spreading and compacting granular sub-base (GSB) material 300 mm thick (150 mm thick in each layer) compacted layer of crushed sand, murrum, gravel crushed stone and combination there of as per specification including spreading on the prepared sub grade, maintaining the required slope and grade and cross fall (camber) etc. complete as directed by the Engineer-in-charge (Compacted thickness only will be measured and paid for relevant item) | 420.00 | CuM |
3 Days Left