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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 CrAdmitted-Finance 252 TARUCHAYA NAGAR TARO KI KOOT TONK ROAD JAIPUR | JAIPUR | RAJASTHAN | 302001 | +18.71% | ₹3.4 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-On Request of Bider |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
14 May 2026, 6:00 pmClosed
SE, PWD, Rural Circle - Jaipur
SE, PWD, Rural Circle - Jaipur
Construction of Non-Patchable / Missing Link Roads in compliance of CM Budget Announcement 2022-23 in Jaipur District Package No RJ-16-50/ML-NP/ 2022-23 (Risk and Cost)
2026_CEPWD_553764_1
Nit No 01 of 2026-27 SE PWD Rural Circle - Jaipur
Open Tender
Civil Works - Roads
150 days
Under Jurisdiction of Dn - Bassi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Through E-Grass Challan Bassi Office ID 4533
₹5.8 L
Yes
19 May 2026
24 Apr 2026
15 May 2026
24 Apr 2026
14 May 2026
24 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 |
|---|---|---|---|---|---|---|
Construction of C.C. Road in Paal Colony and Ekta Nagar Colony | - | - | - | - | BI01010001010000000000000515BI0100001112 | |
PART- A : C.C. PAVEMENT | - | - | - | - | BI01010001010000000000000515BI0100001113 | |
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 | - | P.Cum | - | - | BI01010001010000000000000515BI0100001114 | |
Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 excavated earth is used and pushed for filling in embankment. | - | P.Cum | - | - | BI01010001010000000000000515BI0100001115 | |
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. | - | P.Cum | - | - | BI01010001010000000000000515BI0100001116 | |
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 I Material | - | P.Cum | - | - | BI01010001010000000000000515BI0100001117 | |
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 | - | P.Cum | - | - | BI01010001010000000000000515BI0100001118 | |
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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 Broken aggregate By Mechanical Means | - | P.Cum | - | - | BI01010001010000000000000515BI0100001119 | |
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia | - | P.Rmt. | - | - | BI01010001010000000000000515BI0100001120 | |
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C. grade M 20 Nominal mix (1:2:4) | - | P.Cum | - | - | BI01010001010000000000000515BI0100001121 |
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