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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹32.2 LAdmitted-Finance | +38.21% | ₹32.2 L | L1 | Admitted-Finance |
Tender Value
₹23.3 L
EMD Value
₹46,620
Closing Date
2 Jul 2026, 6:00 pmClosed
EE PWD DIVISION TARANAGAR
EE PWD DIVISION TARANAGAR
Construction of Road from Gogatiya Baghawatan-Dhani Kumharan to Gogatiya Kachchhawatan
2026_CEPWD_571459_6
SHORTTERM E-NIT NO 11/2026-27 EE PWD DIV. TARANAGAR
Open Tender
Civil Works
Percentage
90 days
Taranagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE PWD DIVISION TARANAGAR/ MDRISL
₹46,620
Yes
8 Jul 2026
27 Jun 2026
3 Jul 2026
27 Jun 2026
2 Jul 2026
27 Jun 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 |
|---|---|---|---|---|---|
| 1PART-A EARTH WORK | |||||
| 1.01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201. By Mechanical Means In area of light jungle | - | Hect. | 10,374 | - |
| 1.02 | Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305).In ordinary soil Mechanically by power shovel, including mechanical loading and carriage up to 50m. | 2,250 | Cum | 25 | ₹56,250 |
| 1.03 | 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 | 1,012.5 | Cum | 33 | ₹33,412.5 |
| 2PART B -BASE, SUB BASE COURSE & SHOULDER WORKS | |||||
| 2.01 | 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 | 765.72 | Cum | 639 | ₹4,89,295.08 |
| 2.02 | 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 | 229.5 | Cum | 1,028 | ₹2,35,926 |
| 2.03 | 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 | 229.5 | Cum | 1,212 | ₹2,78,154 |
| 3PART C -BITUMINOUS WORKS | |||||
| 3.01 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 | 3,060 | Sqm | 28 | ₹85,680 |
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