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NTID 39529227
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Corrigendum Development Of C, Panaji - Tender Details
Explore tender information for Corrigendum Development Of C in Panaji, including eligibility, deadlines, and bid specifics.
- Opening Date : Thu 10th April, 2025
- Closing Date : Wed 9th April, 2025
- ₹ 649134151.00
- NTID 39529227
Key Values: Document Cost: 30000.00 | EMD: 7491345.00 | Estimated Cost: 649134151.00
Tender Description
Corrigendum : Development Of Chhatrapati Shivaji Maharaj Museum At Farmagudi In Ponda Goa Under The Special Assistance To State For Capital Investment Sasci Scheme
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
7491345.00 -
Document Cost
30000.00 -
Estimated Cost
649134151.00
BOQ Items Total Items : 641 | Total Qty : 1025701.84
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | CIVIL WORKS | ||
| 2 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 135.00 | 100 sq.m |
| 3 | Felling trees of girth(measured at a height of 1. m. Above ground level) inluding cutting of trunks and branches removing the roots stacking the serviceable material and disposal of unserviceable material for all leads Beyond 30 cm and upto 60 cm grith | 120.00 | Each |
| 4 | Earth work in excavation over areas of all type of strata comprising of any type of material such as soil ,silt,clay, sand, saturated soil, gravel, murum of all varieties, shingles, pebbles, all type of congolmerates,latrite rock,soft rock,ordinary rock, disintegrated rock,fissured/shattered rock, decomposed rock, weathered rock and all such material either in full or part as the case may be adopting any method/ methods as may be convenient or permitted (blasting prohibited) including dressing of side ramming bottom, all leads and lifts, getting out excavated soil & stacking as directed , pumping and bailing out water, barricading,danger lighting, guarding as directed. chiselling ,wedging,etc., in all conditions such as dry , moist, foul, saturated, submerged, etc., as directed by the Engineer etc., all complete | 35346.00 | Cu.m. |
| 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 | 15624.00 | Cu.m. |
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