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NTID 45996691
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💬 Talk to Our Bidding ExpertProposed Mini Sports Arena In in panaji - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Proposed Mini Sports Arena In " in panaji, India.
- Opening Date : Mon 10th August, 2026
- Closing Date : Sat 8th August, 2026
- ₹ 0.00
- NTID 45996691
Key Values: Document Cost: 15000.00 | EMD: 798300.00 | Estimated Cost: 0.00
Tender Description
Proposed Mini Sports Arena In Plot Bearing Survey No.99/2 Belonging To Village Panchayat Of Reis Magos At Verem Reis Magos Saligao Constituency Bardez Goa
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
798300.00 -
Document Cost
15000.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 93 | Total Qty : 48637.8
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | CIVIL WORKS | ||
| 2 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation/pipeline trenches drains (not exceeding 1.5 m in width or 10 sq.m. on plan) for all leads & lifts in all types of strata comprising of any type of material either in full or part as the case may be adapting any method/methods as may be convenient as permitted (excluding blasting) in all conditions such as dry, moist, foul etc. including dressing of sides, planking and strutting, timbering, ramming of bottom, pumping and bailing out water, barricading, danger lighting, guarding and carting away excess excavated earth at the site identified by the contractor and obtaining all statutory approvals, as directed by engineer for 50m lead and all lifts etc complete. | 193 | Cu.m |
| 3 | Earthwork in excavation over areas by mechanical/manual means in all type of strata upto a depth of 3 meters comprising any of the materials such as soil, silt, sand, clay, gravels, moorum of all varieties, shingles, pebbles, all types of conglomerates, all types of laterite rock, soft rock, disintegrated rock, fissured/ shattered/ decomposed rock or weathered rock and all such other materials as described under appendix to these specifications whether 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.blasting prohibited including pumping or bailing out water including segregating the excavated earth/rock and disposal of surplus excavated earth at contractors identified site(at risk and cost of the contractor)for all leads and lifts and as directed by Engineer . | 3109 | Cu.m |
| 4 | 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 outside the premises in the dumping ground aproved by the Corporation and as directed by Engineer in Charge. | 690.5 | Cu.m |
| 5 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 691 | Cu.m |
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