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NTID 44203886
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💬 Talk to Our Bidding ExpertCorrigendum Re-construction in Palwal - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Re-construction " in Palwal, India.
- Opening Date : Wed 11th March, 2026
- Closing Date : Tue 10th March, 2026
- ₹ 3755891.00
- NTID 44203886
Key Values: Document Cost: 2000.00 | EMD: 75100.00 | Estimated Cost: 3755891.00
Tender Description
Corrigendum : Re-construction Of Rmc Road From Ram Mandir To House 17,house No. 84 To House No. 69, From House No. 284 To Arround Park To Ram Mandir, House No. 397 To House No. 400, House No. 407 To Js Boutique To House 396 To 387 And House No. 354 To Little Champ - Re-construction of RMC Road from Ram Mandir to House 17,House no. 84 to House no. 69, From House no. 284 to Arround Park to Ram Mandir, House no. 397 to House no. 400, House no. 407 to JS Boutique to house 396 to 387 and House no. 354 to little Champ school House no. 317 in ward 31 MC Palwal
Documents
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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
75100.00 -
Document Cost
2000.00 -
Estimated Cost
3755891.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Date.. | Date |
BOQ Items Total Items : 8 | Total Qty : 2716.56
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | [17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader 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.of MORTandH specifications 2. Grading II material [Through Rate] | 181.81 | cum |
| 2 | [17.22.2]Water Bound Macadam Gr I 2. Water Bound Macadam Grading I with screening Type A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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 complete as per technical clause 404 of MORT&H specifications [Through Rate] | 181.81 | cum |
| 3 | [17.44]Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications [Through Rate] | 216.02 | cum |
| 4 | [17.45]Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. [Through Rate] | 397.92 | cum |
| 5 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] | 915.04 | Sqm |
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