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Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
31 Aug 2026, 6:00 pm4d left
Executive Engineer PWD Dn Rajgarh (Churu)
Executive Engineer PWD Dn Rajgarh (Churu)
Package No RJ-11-13/ML and NP/RAJGARH/2026-27
2026_CEPWD_590560_3
E-NIT NO 08/2026-27 EE PWD DN RAJGARH
Open Tender
Civil Works
Percentage
180 days
RAJGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Executive Engineer PWD Dn Rajgarh (Churu) /MDRSIL
₹3.8 L
Yes
19 Aug 2026
19 Aug 2026
1 Sept 2026
19 Aug 2026
31 Aug 2026
19 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 Missing link road from Dhani Mauji to Dandew Mohansingh via Neem Ka Was | - | - | - | - |
| 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 In area of non-thorny jungle | 1 | Hect. | 10,374 | ₹10,363.63 |
| 4 | 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 | - | Cum | 25 | - |
| 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 | - | Cum | 33 | - |
| 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" Sub Base and Base Course | - | - | - | - |
| 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 Churu.For Grading III Material. | - | Cum | 639 | - |
| 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. Using Crusher Broken Aggregate By Manual Means | - | Cum | 1,028 | - |
| 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 Using Crusher Broken Aggregate By manual Means | - | Cum | 1,212 | - |
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