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| Tender ID | 5026381 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Rectification Of Bt Road (under Dlp) Strengthening And Widening Didhoo Askandra Road Km 0/0 To 7/0 |
| Last Date For Submission | 24th Jul, 2026 |
| Opening Date | 24 Jul, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 22820.00 |
| Estimated Cost | 1141000.00 |
| City | Pokaran |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201.By Mechanical means In area of non-thorny jungle | 2.800 | Hect |
| 2 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per MoRD Specification Clause 408. Naturally occuring Gravel | 1050.000 | Cum |
| 3 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503. | 8325.500 | Sqm |
| 4 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 506 & for modified Bitumen Clause 511. By Mechanical Means Using VG-30 | 2275.500 | Sqm |
| 5 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 508 & modified Bitumen Clause 511 By Mechanical Means Type B Bitumen VG 30 | 8325.500 | Sqm |
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