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| Tender ID | 4240813 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Repair Of Craters During Rrs Exercise At Af Stn Naliya |
| Last Date For Submission | 30th May, 2026 |
| Opening Date | 02 Jun, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 30000.00 |
| Estimated Cost | 1500000.00 |
| City | Naliya |
|---|---|
| State | Gujarat |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | For a crater of size 9 to 12 m dia and 2.5 to 3.5 m depth (Large size Crater) , Excavated by mechanical means (Hydraulic Excavator), the crater will be filled and finished in 6 to 7 hours through the following steps: | ||
| 2 | (i) Excavation over area for making the crater of size given by Engr-in-charge. (ii) Stone/boulders will be loaded into tippers using a JCB / backhoe loader and transported to the crater site. (The lead distance will be up to 5 km.) (iii) Crater to be fillied by stone boulders layers n exc 250 mm thick and compacted by 8-12 tonne capacity Vibratory roller. Depth of the stone boulers filling will be the 325 mm less than the top level of Crater. (iv) Sand will be loaded into tippers using JCB / backhoe loader and transported to the crater location. (The lead distance will be up to 5 km.) (v) The crater will be filled with sand in a 25 mm thick layer and levelled. (vi) HDPE sheet will be laid on the top and sides of the crater, and the sheet joints will be sealed using sealing tape. (vii) Stone aggrgates of size 20 to 63 mm will be loaded into tippers using a JCB / backhoe loader and transported to the crater site. (The lead distance will be up to 5 km.) (viii) The crater will be filled with 300 mm thick stone layer of 20 50 mm size stones and levelled manually by skilled labourers. (ix) After the filling of Crater with stone aggregates till top level , Lifting of Rapigrout cement bag from flat Top truck to the IMDM machine with the help of crane of capacity upto 2-5 tonne. (x) Shifting the rapigrout cement through the flat deck truck from MES godown to crater location. (xi) Grouting the rapigrout cement mixed with water after discharge from IMDM machine. (xii) Prepration of earthen ramp by using good earth so that heavy trucks can arrive on the top of filled and broom finished surface of the crater. (xiii) After broom finish remaining aggregates and empty cement bags including all garbage shall be removed from site immediately so tha repaired crater can be handed over to user for their necessary load testing. | 2.00 | Each Job |
| 3 | For a crater of size 4 to 5 m dia and 1.5 to 2.0 m depth (small size crater) , Excavated by mechanical means (Hydraulic Excavator), the crater will be filled and finished through the following steps: | ||
| 4 | (i) Excavation over area for making the crater of size given by Engr-in-charge. (ii) Stone/boulders will be loaded into tippers using a JCB / backhoe loader and transported to the crater site. (The lead distance will be up to 5 km.) (iii) Crater to be fillied by stone boulders layers n exc 250 mm thick and compacted by 8-12 tonne capacity Vibratory roller. Depth of the stone boulers filling will be the 325 mm less than the top level of Crater. (iv) Sand will be loaded into tippers using JCB / backhoe loader and transported to the crater location. (The lead distance will be up to 5 km.) (v) The crater will be filled with sand in a 25 mm thick layer and levelled. (vi) HDPE sheet will be laid on the top and sides of the crater, and the sheet joints will be sealed using sealing tape. (vii) Stone aggrgates of size 20 to 63 mm will be loaded into tippers using a JCB / backhoe loader and transported to the crater site. (The lead distance will be up to 5 km.) (viii) The crater will be filled with 300 mm thick stone layer of 20 50 mm size stones and levelled manually by skilled labourers. (ix) After the filling of Crater with stone aggregates till top level , Lifting of Rapigrout cement bag from flat Top truck to the IMDM machine with the help of crane of capacity upto 2-5 tonne. (x) Shifting the rapigrout cement through the flat deck truck from MES godown to crater location. (Flat deck truck will be provided by Airforce authority.) (xi) Grouting the rapigrout cement mixed with water after discharge from IMDM machine. (xii) Prepration of earthen ramp by using good earth so that heavy trucks can arrive on the top of filled and broom finished surface of the crater. (xiii) After broom finish remaining aggregates and empty cement bags including all garbage shall be removed from site immediately so tha repaired crater can be handed over to user for their necessary load testing. | 2.00 | Each Job |
| 5 | Note- 1. All machinery with Operator and / or driver will be responsibility of contractor when ever called , to be peovided with in 1 to 2 hours. 2. All materials like aggregates, rapigrout cement, sand and water will be made available at different locations inside AFS Naliya which will be transporetd to the crater location as given by AF authorities. 3. Weight of one bag of rapigrout cement is aprox 1200 Kg which requires crane for lifting. Whole bag supposed to be transported through crane to IMDM machine. 2. All the described activities to be completed with in given time frame (6 to 7 Hours) |
18 Days Left