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💬 Talk to Our Bidding ExpertConstruction Work Of 10 Kisan in Almora - Complete Tender Details
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MD Uttarakhand Agriculture Produce Marketing Board Rudrapur
Almora, Uttarakhand, India
NTID 44346968
- Opening Date : Tue 17th March, 2026
- Closing Date : Tue 17th March, 2026
- ₹ 0.00
- NTID 44346968
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
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192500.00 -
Document Cost
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Estimated Cost
Refer Documents
BOQ Items Total Items : 30 | Total Qty : 5647.46
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 2.8.1 | 135.76 | m3 |
| 2 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) 4.1.8 | 63.59 | m3 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.1 | 59.76 | m3 |
| 4 | Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing andreinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size). 5.2.2 | 59.07 | m3 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 5.9.1 | 97.20 | m2 |
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