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| Tender ID | 3941461 |
|---|---|
| Organisation Name | Water Resources Department |
| Tender Brief | Corrigendum : Construction Of Irrigation Well In Sy. No. 81/2 At Baherilwada Keri In V.p. Keri Sattari Taluka In Poriem Constituency. |
| Last Date For Submission | 23rd Apr, 2026 |
| Opening Date | 24 Apr, 2026 |
| Document Cost | 3000.00 |
|---|---|
| EMD | 20138.00 |
| Estimated Cost | 1006903.00 |
| City | Bicholim |
|---|---|
| State | Goa |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earthwork in excavation in all types of strata comprising any of the material such as soll, silt, sand, clay, gravel, moorum of all varieties, shingles, pebbles all types of nglomerate, laterite rock, soft rock, disintegrated rock, fissured, shattered/decomposed rock or weathered rock and all such other material as described under appendix to these specification either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiselling, wedging etc. in all conditions such as dry moist, saturated, submerged foul conditions etc including providing barricading danger lighting gaurding as directed by the Engineer in Charge with 50 mts. lead and all lifts etc as specified and directed etc complete. | 258.65 | Cum |
| 2 | Reinforced cement concrete work in well steining excluding the cost of centering, shuttering, finishing and reinforcement with 1:1% 3 (1) cement: 1% coarse sand: 3 graded granitic or basaltic aggreate 20mm nominal size | 25.00 | Cum |
| 3 | Centering and shuttering including strutting, propping etc and removal of form for xii)well steining | 234.50 | Sqm |
| 4 | Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work incluCding bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. | 1504.20 | Kg |
| 5 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 134.94 | Cum |
6 Days Left