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NTID 43642297
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💬 Talk to Our Bidding ExpertConstruction Of Permanent Rest in KOTPUTLI - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Permanent Rest" in KOTPUTLI, India.
- Opening Date : Fri 30th January, 2026
- Closing Date : Thu 29th January, 2026
- ₹ 33518000.00
- NTID 43642297
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
670360.00 -
Document Cost
2000.00 -
Estimated Cost
33518000.00
BOQ Items Total Items : 108 | Total Qty : 176193.37
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | STRENGTHENING AND WIDENING WORK OF VIRATNAGAR NH-248A (OLD SH-13 TO HARYANA BORDER VIA BADNAGAR, PAOTA, DWARIKAPURA, NAREDA, CHIMANPURA, KM. 25/00 TO 60/00 | ||
| 2 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 102.00 | P.Cum |
| 3 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material | 15.00 | P.Cum |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material | 51.00 | P.Cum |
| 5 | 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. | 185.00 | P.Cum |
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