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Construction Of Lift Shaft Su, Gandhinagar - Tender Details
Explore tender information for Construction Of Lift Shaft Su in Gandhinagar, including eligibility, deadlines, and bid specifics.
INSTITUTE FOR PLASMA RESEARCH
Gandhinagar, Gujarat, India
NTID 39308320
Opening Date : Thu 20th March, 2025- Closing Date : Tue 18th March, 2025
- ₹ 3843061.00
- NTID 39308320
Construction Of Lift Shaft, Supply, Installation, Testing And Commissioning Of Six Person Passenger Lift And Structural Steel Staircase For Emergency Exits At G Plus 2 Guest House Building In Ipr, Bhat, Gandhinagar.
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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EMD
76862.00 -
Document Cost
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Estimated Cost
3843061.00
BOQ Items Total Items : 32 | Total Qty : 9843.845
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. Note: Excavation need to be done Manually as per site conditions and as directed by Engineer-in- charge. | 30.674 | Cum |
| 2 | Earth work in excavation manual means beyond 1.5 m or part thereof in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 4.874 | Cum |
| 3 | Providing and laying in plain cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). | 4.780 | Cum |
| 4 | Providing and laying in position ready mixed or site batched, design mix or nominal mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M25 grade with minimum cement content of 330 kg /cum. Complete in all respect as directed by EIC. NOTE: M25 (1 : 1 : 2 i.e. 1 cement : 1 coarse sand(zone-III) derived from natural sources : 2 graded stone aggregate 20 mm nominal size derived from natural sources), Complete in all respect as directed by EIC. | 11.610 | Cum |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, pedestals, bases of columns, lift pit walls etc. for concrete. Complete all as per specifications or in all respect as directed by the EIC. | 55.012 | Sqm |
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