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NTID 42681185
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💬 Talk to Our Bidding ExpertConstruction Of Retaining Wall in Panaji - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Retaining Wall" in Panaji, India.
- Opening Date : Tue 25th November, 2025
- Closing Date : Mon 24th November, 2025
- ₹ 35855630.00
- NTID 42681185
Tender Description
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
717113.00 -
Document Cost
15000.00 -
Estimated Cost
35855630.00
BOQ Items Total Items : 6 | Total Qty : 16480
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. Hard rock where blasting prohibited | 2102.00 | cu.m |
| 2 | Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level | 421.00 | cu.m |
| 3 | Centering and shuttering including struttings, propping etc. and removal of formwork for Foundations, footings, bases for columns and mass concrete. | 8748.00 | sq.m |
| 4 | Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20 mm nominal size) excluding the cost of centering, shuttering and finishing etc. Kerbs, steps and the like at or near ground level | 3512.00 | cu.m |
| 5 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge A) 110 mm dia | 1247.00 | rm |
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