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Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
20 Jul 2026, 5:00 pm
Executive Director
Yantra India Limited, Ordnance Factory Ambarnath.
Repair/Resurfacing of Factory approach raods of Main Gate, East Gate and North Gate (Road No. 55,70,96 and 97) at Ordnance Estate Ambernath
2026_YIL_281978_2
OFA/Cint/EOC/ND-2413_1
Open Tender
Civil Works - Roads
180 days
Ordnance Estate Ambarnath
8 documents required · 8 mandatory
₹0
₹1.1 L
29 Jun 2026
29 Jun 2026
24 Jul 2026
29 Jun 2026
20 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Repair/Resurfacing of Factory approach roads Main Gate, East Gate and North Gate (Road No. 55, 70, 96 and 97) at Ordnance Estate Ambernath | |||||
| 1.01 | Surface dressing n exc 15 cm deep, hard dense soil | - | Sqm | 33.5 | - |
| 2.01 | Preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. | - | Per 10 Sqm | 216.4 | - |
| 3.01 | M & L Applying evenly a priming/tack coat with bituminous primer at 10 Kg per 10 Sq mtr using paving bitumen etc. | - | Per 10 Sqm | 512.5 | - |
| 4.01 | M & L Premix bituminous, macadam laid/rolled and compacted to required gradient and camber | - | Cum | 8,915.7 | - |
| 5.01 | M & L for Bituminous premix asphaltic dense concrete 25 mm consolidated thickness with 6% binder content by weight of total mix, rolled and compacted to required camber and gradient complete etc. complete. | - | Per 10 Sqm | 2,875.1 | - |
| 6.01 | M&L Premixed sand seal coat with 0.06 cu.m. of sand mixed with 6.8 kg of bitumen, applied and rolled to a uniform smooth surface, paving bitumen | - | Per 10 Sqm | 509.2 | - |
| 7.01 | S&F Reinforced concrete pipes, class NP3, laid and jointed complete with collars , 300mm | - | Rm | 690 | - |
| 8.01 | M&L Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in 300mm | - | Rm | 714.54 | - |
| 9.01 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out, hard dense soil | - | Cum | 675 | - |
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Undertaking-for-Non-Blacklisting.pdf
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Check-List_IP_form.pdf
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Standard_Conditions_of_Contract.pdf
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General_Conditions.pdf
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Technical_Specifications.pdf
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Special_Conditions_of_Contract.pdf
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Eligibility-Criteria_Roads.pdf
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Environmental_Safety.pdf
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BOQ_329205.xls
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Drawing.pdf
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Item_description.pdf
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Scope_of_Work.pdf
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