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Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
1 Sept 2026, 6:00 pm4d left
EE PWD DN NOKHA
EE PWD DN NOKHA, SUJANGARH ROAD, OPPOSITE BAGARI GUEST HOUSE, NOKHA
Construction of various missing link under Package RJ-08/NP-ML/CMBA/10
2026_CEPWD_593231_10
NIT 07 of Year 2026-27
Open Tender
Civil Works - Roads
Percentage
120 days
KOLAYAT
Please refer tender document
2 documents required · 2 mandatory
₹2,000
EE PWD DN NOKHA MDRISL JAIPUR
₹3.0 L
Yes
27 Aug 2026
27 Aug 2026
2 Sept 2026
27 Aug 2026
1 Sept 2026
27 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 | 4 MM Fanta towards Bhaluri (km. 0/0 to 7/700) km. 1/500 to 4/0 | - | - | - | - |
| 2 | Part A- EARTH 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 | - | Hect | 10,374 | - |
| 4 | 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. | - | Cum | 20 | - |
| 5 | 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
Note :- Deduct if excavated earth as per item No. 3.5 (ii) is used and pushed for filling in embankment. | - | Cum | 28 | - |
| 6 | Construction 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 | - | Cum | 44 | - |
| 7 | PART- B WBM WORK | - | - | - | - |
| 8 | 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 | 468 | - |
| 9 | 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. | - | Cum | 1,214 | - |
| 10 | 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 | - | Cum | 1,430 | - |
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