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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | -5.99% | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr+₹3.9 L (2.00%)Admitted-Finance | -4.11% | ₹2.0 Cr+₹3.9 L (2.00%) | L2 | Admitted-Finance |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
20 Aug 2026, 6:00 pmClosed
SE PWD CIRCLE DIDWANA
SE PWD CIRCLE DIDWANA
Construction of Various Missing Link/Non Patchable Roads under Budget Announcement 2026-27 Package No. RJ-38-13/ML-NP/2026-27
2026_CEPWD_588823_11
NIT No 04 of 2026-27 SE PWD CIRCLE DIDWANA
Open Tender
Civil Works
Percentage
150 days
PARBATSAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
EE PWD DN PARBATSAR, MD RISL JAIPUR
₹4.8 L
Yes
26 Aug 2026
15 Aug 2026
21 Aug 2026
15 Aug 2026
20 Aug 2026
15 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 | CONSTRUCTION OF NON PATCHABLE ROAD FROM MANPURA TO MINDKIYA 0/0 TO 6/0 | - | - | - | - |
| 2 | Part "A" BT WORK | - | - | - | - |
| 3 | 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 | 1.32 | Hect | 10,374 | ₹13,693.68 |
| 4 | Dismantling 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 | 163.8 | Cum | 69 | ₹11,302.2 |
| 5 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 2,250 | Cum | 20 | ₹45,000 |
| 6 | 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 | 1,100 | Cum | 407 | ₹4,47,700 |
| 7 | 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 Manual Means | 1,546.88 | Cum | 1,109 | ₹17,15,484.38 |
| 8 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) using truck mounted sprayer 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 | 20,625 | Sqm | 28 | ₹5,77,500 |
| 9 | 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 MoRTH Specification Clause 503. | 20,625 | Sqm | 10 | ₹2,06,250 |
| 10 | 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. By Mechanical Means Bitumen (VG-30) | 20,625 | Sqm | 124 | ₹25,57,500 |
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