Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4978652 |
|---|---|
| Organisation Name | Department Of Atomic Energy |
| Tender Brief | Corrigendum : Storm Water Management Works For The Approach Road At Hwp(t). |
| Last Date For Submission | 6th Aug, 2026 |
| Opening Date | 14 Aug, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 39340.00 |
| Estimated Cost | 1967000.00 |
| City | Tuticorin |
|---|---|
| State | Tamil Nadu |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Surface dressing of ground on both sides of approach road by mechanical means (JCB/Dozer) including removing vegetation, trees and saplings of girth up to 30 cm measured at a height of 1 mtr above ground level and inequalities not exceeding 15cm depth (average) to required profile/slope for draining surface water to storm water drains/nearby low lying areas on both sides of road and disposal of debris, surplus earth to a lead upto 1.5 KM by mechanical means etc., all complete as per drawings, specifications and as directed by the Engineer. | 25000 | Sqm |
| 2 | Earth work in surface excavation on both sides of approach road by mechanical means (JCB/Dozer) not exceeding 30cm depth (average) to required profile/slope for draining surface water to storm water drains/nearby low lying areas on both sides of road including getting out and disposal of excavated earth upto a lead of 1.5KM by mechanical means etc., all complete as per drawings, specifications and as directed by the Engineer. | 800 | Sqm |
| 3 | Earth work excavation in all types of soils, gravel/gypsum fill other than soft and hard rock upto a depth not exceeding 1.50 Mts (average) from original mean ground level by mechanical/manual means to required level and profile for storm water drains/pipe culverts/collection pits, back filling in pipe culverts, around collection pits with excavated soil in layers not exceeding 150 MM, watering, consolidating including de-watering if required, disposing off surplus earth to a lead of 1.5 KM etc., all complete as per drawings, specifications and as directed by the Engineer. | 1500 | Cum |
| 4 | Providing and laying non-pressure NP-4 class (Heavy duty) R.C.C 600 mm dia pipes with collars/spigot jointed using stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) to required profile/slope for draining storm water including testing of joints etc., all complete as per drawings, specifications and as directed by the Engineer. | 43 | Rm |
| 5 | Providing and laying plain cement concrete 1:4:8 (one part of cement: four parts of fine aggregate: eight parts of graded coarse aggregate) using 40/20 mm nominal size stone aggregate of approved quality for culverts/collection pits including form work, consolidation, levelling, finishing and curing etc., all complete as per drawings, specifications and as directed by the Engineer. | 10 | Cum |
6 Days Left