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NTID 44602276
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💬 Talk to Our Bidding ExpertArea Development And Allied Ci in Pune - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Area Development And Allied Ci" in Pune, India.
University of Pune
Pune, Maharashtra, India
NTID 44602276
- Opening Date : Mon 13th April, 2026
- Closing Date : Sat 11th April, 2026
- ₹ 5898461.00
- NTID 44602276
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
59000.00 -
Document Cost
3000.00 -
Estimated Cost
5898461.00
BOQ Items Total Items : 28 | Total Qty : 4634.3
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Labour charges for removing grass thorney shurbs, Jungli shurb Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. Spec. No.: As directed by Engineer in charge. | 539.70 | Sq.m. |
| 2 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Spec. No.: Bd. A.1 Page No. 259 | 391.00 | Cu.m. |
| 3 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) Spec No.Bd.A.2 Page One Number 259, By Mechanical Means | 285.00 | Cu.m. |
| 4 | Excavation for foundation in Soft rock and old cement and lime masonry foundations including removing the excavated mate-rials upto a distance of 50 metres beyond the building area and stacking as directed including dewatering preparing the bed for the foundation and necessary back filling with available earth murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means Spec. No.: Bd.A.4 Page No. 259 | 91.00 | Cu.m. |
| 5 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material | 5.00 | Cum |
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