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| Tender ID | 4885076 |
|---|---|
| Organisation Name | Rajasthan State Road Development And Construction Corporation Limited |
| Tender Brief | Corrigendum : Construction Of Cc Pavement Work In Village Portion On Bot Road Bharatpur Bayana Gangapur Bhadoti Road (sh 01) Km. 58/200 To 119/500 |
| Last Date For Submission | 21st Jul, 2026 |
| Opening Date | 22 Jul, 2026 |
| Document Cost | 2360.00 |
|---|---|
| EMD | 964440.00 |
| Estimated Cost | 48222000.00 |
| City | Bharatpur |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Part "A"- Cement Concrete Work | 0.00 | kg |
| 2 | Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202. 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 | 1987.50 | P.Cum |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses & Granular Courses | 2025.00 | P.Cum |
| 4 | 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 | 1500.00 | 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. | 1860.00 | P.Cum |
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