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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹90.7 LAdmitted-Finance | -9.80% | ₹90.7 L | L1 | Admitted-Finance |
| 2 | L2₹93.2 LAdmitted-Finance | -7.27% | ₹93.2 L | L2 | Admitted-Finance |
| 3 | L3₹95.0 LAdmitted-Finance | -5.50% | ₹95.0 L | L3 | Admitted-Finance |
| 4 | L4₹1.0 CrAdmitted-Finance | +0.00% | ₹1.0 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.0 CrAdmitted-Finance | +1.51% | ₹1.0 Cr | L5 | Admitted-Finance |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
23 Mar 2026, 6:00 pmClosed
SE PWD CIRCLE DIDWANA
SE PWD CIRCLE DIDWANA
Renewal of BT Road Bhuni Ghati to Purohito Ka Bas via Gujro Ki Dhani Road Km 0/0 to 5/100
2026_CEPWD_547264_1
NIT NO 15 of 2025-26 EE PWD DN KUCHAMAN CITY
Open Tender
Civil Works
90 days
KUCHAMAN CITY
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EE PWD DN KUCHAMAN CITY, MD RISL JAIPUR
₹2.0 L
Yes
24 Mar 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
23 Mar 2026
19 Mar 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 |
|---|---|---|---|---|---|
| 1Clearing 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. | |||||
| 2Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300-1 and 300-2 for subgrade construction as per MoRTH Specification Clause 305.3.4 | |||||
| 3Construction 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 | |||||
| 4Dismantling 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 | |||||
| 5Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method. 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 | |||||
| 6Water Bound Macadam Sub-base/base with Stone Screening WBM Grading-1 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 | |||||
| 7Water Bound Macadam Sub-base/base with Stone Screening WBM Grading-2 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 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 borken aggregate. By Mechanical Means | |||||
| 8Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 | |||||
| 9Providing 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 MoRTH Specification Clause 503. | |||||
| 10Providing, 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. Case - II By Mechanical Means. Bitumen (VG-30) | |||||
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