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NTID 42191407
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💬 Talk to Our Bidding ExpertCorrigendum Special Repair W in Sultanpur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Special Repair W" in Sultanpur, India.
Public Works Department
Sultanpur, Uttar Pradesh, India
NTID 42191407
- Opening Date : Sat 27th December, 2025
- Closing Date : Sat 27th December, 2025
- ₹ 5410000.00
- NTID 42191407
Key Values: Document Cost: 2714.00 | EMD: 471000.00 | Estimated Cost: 5410000.00
Tender Description
Corrigendum : Special Repair Work Of Badgaon Punnpur Shitalganj Link Road
Documents
Get Complete Tender Details Now - Download the Document!
Download Now – Only ₹200-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
471000.00 -
Document Cost
2714.00 -
Estimated Cost
5410000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Date Extend | Date |
| 2 | Date Extend 2 | Date |
| 3 | Date Extend 3 | Date |
| 4 | Date Extend 5 | Date |
| 5 | Date Extend 7 | Date |
| 6 | Date Extend 9 | Date |
| 7 | Date Extend 10 | Date |
BOQ Items Total Items : 6 | Total Qty : 1070
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam (G-3) specification including spreading in uniform thickness, hand packing rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. | 75.00 | Cum |
| 2 | Cement Concrete Pavement Construction of un- reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (stool channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 270.00 | Cum |
| 3 | Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.50 in & lead upto 30 m Including filling watering & ramming of excavated earth into the trenches or upto the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m from the foundation trenches. SOR 2.6.1 | 488.00 | Cum |
| 4 | Cement concrete with 2 cm gauge stone gritt. Approved coarse sand and cement in the proportion of 6:3:1 insluding supply of all materials labour and T&P etc. required for poper completion of the work. SOR 4.2.5 | 75.00 | Cum |
| 5 | Providing plain/ Reinforced Cement Concrete in U-Tpye Drain as per Drawing and Technical Specifications SOR 4.2.2 | 153.00 | Cum |
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