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| Tender ID | 4442061 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Construction Of Atal Pragati Path Left Out Portion Sh 39a Km 0/0 To 2/00 |
| Last Date For Submission | 8th Jun, 2026 |
| Opening Date | 09 Jun, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 292680.00 |
| Estimated Cost | 14634000.00 |
| City | Asind |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | 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 | 365.75 | Cum |
| 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 | 1097.25 | Cum |
| 3 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | 1862.00 | 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-II Material | 935.52 | 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 sizeof coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1,aggregate gradation after blending to be as per table600-1, cement content not tobe less than150kg/ cum, optimum moisture content to be determined during trial length construction,concrete strength not to be less than 10 Mpa at 7days, mixed in a fully automatic computerised batching plant, transported to site, laid with a paver with electronicsensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 935.52 | Cum |
8 Days Left