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NTID 44103608
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💬 Talk to Our Bidding ExpertCorrigendum Development Of G in panaji - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Development Of G" in panaji, India.
- Opening Date : Sat 14th March, 2026
- Closing Date : Thu 12th March, 2026
- ₹ 28679572.00
- NTID 44103608
Key Values: Document Cost: 15000.00 | EMD: 573592.00 | Estimated Cost: 28679572.00
Tender Description
Corrigendum : Development Of Garden Area Providing Toilet Facility And Facade Illumination With Rgbw Lighting Of Shree Laxmi Narayan Temple At Navelim Sankhalim 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
573592.00 -
Document Cost
15000.00 -
Estimated Cost
28679572.00
BOQ Items Total Items : 157 | Total Qty : 18719.45
| # | 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 | 24.00 | 100 sq.m |
| 3 | Earthwork in excavation for foundation pipeline trenches by mechanical/manual means in all type of strata 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 maybe 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. | 410.00 | cu.m |
| 4 | Earthwork in excavation over areas by mechanical/manual means in all type of strata 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 . | 440.00 | 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. | 487.00 | cu.m |
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