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Tender Value
₹68.5 L
EMD Value
₹1.4 L
Closing Date
13 Jul 2026, 6:00 pm5d left
EE PWD DN Fatehpur
EE PWD DN Fatehpur
Special Repair work on Bhinchari to Mukandgarh Border km. 0/0 to 2/0 Distt. Sikar
2026_CEPWD_573265_3
NIT 04/2026-27 EE PWD DN Fatehpur
Open Tender
Civil Works
90 days
Fatehpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Through online eGRAS Challan Fatehpur
₹1.4 L
Yes
6 Jul 2026
6 Jul 2026
14 Jul 2026
6 Jul 2026
13 Jul 2026
6 Jul 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 | |||||
| 1.01 | Bhinchari to Mukandgarh Border | - | P.Hect. | 10,374 | - |
| 1.02 | Excavation in Soil with Dozer with lead upto 100 m
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. | - | - | - | - |
| 1.03 | Bhinchari to Mukandgarh Border | - | P.Cum | 20 | - |
| 1.04 | Construction of Embankment with Material Obtained from Roadway Cutting.
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. | - | - | - | - |
| 1.05 | Bhinchari to Mukandgarh Border | - | P.Cum | 33 | - |
| 1.06 | Dismantling of Flexible Pavements 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& Granular courses | - | - | - | - |
| 1.07 | Bhinchari to Mukandgarh Border | 1 | P.Cum | 69 | ₹68.93 |
| 1.08 | Granular 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 II Material | - | - | - | - |
| 1.09 | Bhinchari to Mukandgarh Border | - | P.Cum | 438 | - |
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