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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Finance | -35.48% | ₹3.9 L | L1 | Admitted-Finance |
| 2 | L2₹4.0 LAdmitted-Finance NANDED | NANDED | MAHARASHTRA | 431601 | -33.79% | ₹4.0 L | L2 | Admitted-Finance |
| 3 | L3₹4.2 LAdmitted-Finance | -29.29% | ₹4.2 L | L3 | Admitted-Finance |
| 4 | L4₹4.7 LAdmitted-Finance | -21.99% | ₹4.7 L | L4 | Admitted-Finance |
| 5 | L5₹5.1 LAdmitted-Finance | -15.00% | ₹5.1 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
4 May 2026, 6:00 pmClosed
EE PWD Dn Sanchore
EE PWD Dn Sanchore
Rate constract Patch repair work in before Mansoon Year 2026-27 Sub Dn Chitalwana
2026_CEPWD_551131_3
EE/SCR/01/2026-27
Open Tender
Civil Works
90 days
EE PWD Dn Sanchore
As per Tender Document
4 documents required · 4 mandatory
₹500
EE PWD Dn Sanchore
₹20,000
Yes
12 May 2026
10 Apr 2026
5 May 2026
10 Apr 2026
4 May 2026
10 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1.01 | 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 Thorny jungle | - | Hect | - | - | BI01010001010000000000000515BI0100001113 |
| 2.01 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002 B mechanical means | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3.01 | 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 | - | Cum | - | - | - |
| 4.01 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404 By Manual Means | - | Cum | - | - | - |
| 5.01 | 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 MoRTH Specification Clause 510.Bitumen (VG-30) | - | Sqm | - | - | - |
| 6.01 | 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 MoRTH Specification Clause 511type B bitumen VG-30 | - | Sqm | - | - | - |
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