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NTID 47049149
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💬 Talk to Our Bidding ExpertCivil And Allied Work For Prop in Chakan - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Civil And Allied Work For Prop" in Chakan, India.
Department of Heavy Industry
Chakan, Maharashtra, India
NTID 47049149
- Opening Date : Fri 23rd October, 2026
- Closing Date : Thu 22nd October, 2026
- ₹ 0.00
- NTID 47049149
Key Values: Document Cost: 0.00 | EMD: 70000.00 | Estimated Cost: 0.00
Tender Description
Civil And Allied Work For Proposed Cng Storage Yard, Supply Line Modification Behind Canteen Bldg., Arai Htc- Chakan, Pune.
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
70000.00 -
Document Cost
Refer Documents -
Estimated Cost
Refer Documents
BOQ Items Total Items : 20 | Total Qty : 11038.002
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Fixing of all type of available kerb stones - Fixing of the kerb stone must be laid over a 150 mm thick M-15 grade Plain Cement Concrete (PCC) bed. Joints should be sealed with 1:3 cement mortar (1 part cement:3 parts coarse sand) and finished with a thickness of not more than 5 mm. Kerb stones must be laid to strict line, level, and curvature, including forming required drainage openings where specified. Including curing etc complete as directed by site-in-charge. | 26 | |
| 2 | Filling with available approved excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, compacting using mechanical means as approved by engineer in-charge in order to achieve 95% of proctor density (for any lead and any lift ). | 50 | |
| 3 | Providing total 230mm thk. Hard Core filling over the compacted plinth filling , in compacted layers of 115mm each ,including laying ,spreading and compacting mix of Graded crushed Stone aggregate of 63mm to 22.4mm , including spreading and filling with requisite type of screening / binding material to fill up interstices of coarse aggregates ,watering and compacting etc. complete | 46 | |
| 4 | P.C.C. 1:4:8 bed concrete (M10) - Providing and laying in position plain cement concrete (1 Cement : 4 coarse sand : 8 graded stone aggregate 20-40 mm nominal size) of specified volume proportion including the cost of centering and shuttering - All work up to plinth level to the required level & thickness, consolidation, curing, dewatering if necessary etc. complete. | 29 | |
| 5 | Reinforcement cement concrete M 25 grade for Footing ,Raft, Pedestal, floor concrete & Misc. work up to ground Floor- Providing and laying in position Concrete for Reinforced Concrete work , manufactured by machine batched, machine mixed and machine vibrated at site and /or Ready mixed concrete manufactured in fully automatic batching plant having continuous agitated mixer, and transported to site of work , in transit mixer, including pumping/ placing of concrete to desired location, design mix cement concrete of specified grade, using natural sand and /or crushed sand of approved quality ,including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability, including use of reactive fly ash / cementitious materials, of approved grade as per the provisions of relevant I.S. Codes and as approved by the Engineer- in- Charge ,including the cost of water tight cantering, shuttering propping , staging , keeping provision for cut-outs as per drawing, also placing of structural inserts as per drawing, finishing at all levels including grinding of joints to achieve level surfaces. M-25 grade reinforced cement concrete by using cement content as required for Strength , Durability , and workability etc. as required by the relevant codes. Rate to include cost of trial mixes design and required testing etc. complete. Shuttering material should be in new ply for all Slabs, beams, columns etc. Placing of Sleeves for services PVC/ MS inserts will be in contractors scope as per drawing, in all levels and at all positions. Contractor should arrange for cover concrete block of same grade of concrete as the structural concrete member. (Excluding cost of providing, laying and fixing of Reinforcement steel, MS Inserts, Sleeves work) | 60 |
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