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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.1 LAdmitted-Fee/PreQual/Technical/Finance | +0.87% | ₹10.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
12 Aug 2026, 6:00 pmClosed
Commissioner, Municipal Corporation Pali
Municipal Corporation Pali
Construction of Bitumen Road Near Main Bagadiya Road Ujjain Veer Mamaji Mandir Denda Nada Road Ranglal Gurjar House to Ratanlal Balotia House W.No. 65.
2026_DLB_580804_14
MCP-Dev-NIT09-2026-27
Open Tender
Construction Works
Percentage
120 days
Municipal Corporation Pali
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Commissioner MunicipalCorporation Pali and MD RISL
₹20,000
Yes
13 Aug 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
12 Aug 2026
3 Aug 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 |
|---|---|---|---|---|---|
| 1 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH specification clause 202. By Mechanical Means : Bituminous courses Granular courses | - | Sqm | 100 | - |
| 2 | 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 | - | Cum | 845 | - |
| 3 | 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 | 450 | - |
| 4 | 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. Using Crusher Broken Aggregate By Mechanical Means. | - | Cum | 1,016 | - |
| 5 | 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 2 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Mechanical Means. | - | Cum | 1,093 | - |
| 6 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base (Stablised soil baes/Crusher Run Macadam) including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm using mechanical means as per MoRTH Specification Clause 502 | - | Sqm | 39 | - |
| 7 | Providing and laying bituminous macadam with hot mix plant using crushed aggregate of grading as per Table 500-7 premixed with bituminoous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) | - | Sqm | 6,613 | - |
| 8 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | - | Sqm | 12 | - |
| 9 | Providing, laying and rollling 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. Case-II By Mechanical Means Bitumen (VG-30). | - | Sqm | 135 | - |
| 10 | 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 511 By Mechanical Means (VG-30) | - | Sqm | 57 | - |
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