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| Tender ID | 4641127 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Construction Of Road Mundia To Salimpur Via Bainsla Patti Chauk Cornel Bainsla Including Construction Of Culvert Across The River, Todabhim (karauli) |
| Last Date For Submission | 6th Jul, 2026 |
| Opening Date | 07 Jul, 2026 |
| Document Cost | 5000.00 |
|---|---|
| EMD | 1554001.00 |
| Estimated Cost | 77700050.00 |
| City | Bharatpur |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | PART - A - ROAD WORK (a) Earth, Gravel, WBM work Clearing and Grubbing Road Land 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 MoRTH Specification Clause 201. By Mechanical Means. In area of non-thorny jungle | 3.040 | P.Hect. |
| 2 | Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202. Cement mortar | 281.250 | P.Cum. |
| 3 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 | 843.750 | P.Cum |
| 4 | Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 | 28245.440 | P.Cum |
| 5 | PART - B- C.C. PAVEMENT Granular Sub-Base with Close Graded Material (Table:- 400-1) 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-III Material | 2997.000 | P.Cum |
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