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Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
13 Jul 2026, 6:00 pm5d left
EE PWD DIVISION CHURU
EE PWD DIVISION CHURU
Construction of Road from Khasoli to Dhadhar.
2026_CEPWD_572538_1
E-NIT NO 09/2026-27 EE PWD DIV. CHURU
Open Tender
Civil Works
180 days
Churu
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
EE PWD DIVISION CHURU / MDRISL
₹6.0 L
Yes
2 Jul 2026
2 Jul 2026
14 Jul 2026
2 Jul 2026
13 Jul 2026
2 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 |
|---|---|---|---|---|---|
| 1 | Part - A Site Clearance | - | - | - | - |
| 2 | Clearing and Grubbing Road Land. 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. | 7.2 | Hectare | 10,374 | ₹74,692.8 |
| 3 | Part - B Earth Work | - | - | - | - |
| 4 | 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 | - | Cum | 33 | - |
| 5 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m. 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 | - |
| 6 | Part - C Base Course | - | - | - | - |
| 7 | 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 | 9,690 | Cum | 639 | ₹61,91,910 |
| 8 | 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(a)By Manual Means | 3,375 | Cum | 1,028 | ₹34,69,500 |
| 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 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(A)By Manual Means | 3,375 | Cum | 1,212 | ₹40,90,500 |
| 10 | Part - D Bitumenous Work | - | - | - | - |
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