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Tender Value
₹3.1 Cr
EMD Value
₹6.1 L
Closing Date
22 Jun 2026, 12:30 pm5d left
Executive Engineer Incharge
Commissionary Campus Opp. Circuit house Near Panchtantra park, Jhansi
Betwa Vihar Awasiy Yojna Phase-2 mein 24M Sadak Chaudikaran and Nala Nirman Karya.
2026_UPJDA_1160885_1
502/JDA/2026-27
Open Tender
Civil Works - Roads
180 days
Office of Jhansi Development Authority
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
Yes
Secretary
₹6.1 L
Yes
15 Jun 2026
15 Jun 2026
22 Jun 2026
15 Jun 2026
22 Jun 2026
15 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Name of Work: Betwa Vihar Awasiy Yojna Phase-2 mein 24M Sadak Chaudikaran and Nala Nirman Karya. Note :-(1)- GST Excluded on the aforesaid work. | ||||||
| 1.01 | ROAD WORK (PART A) Clearing jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of girth upto 30 cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared 259 SOR 2022 | 8,640 | Sqm | 5 | ₹43,200 | BI01010001010000000000000515BI0100001113 |
| 2.01 | Construction of embankment with approved material obtained from borrow pits with all leads and lifts, transporting to site and spreading, grading to required slope and compacting to meet requirement of table 300-2. Analysed Rate | 2,592 | Cum | 206.45 | ₹5,35,118.4 | BI01010001010000000000000515BI0100001114 |
| 3.01 | Cartage of surplus Stone dust upto 5 kms Distance from site etc. all complete 231(a) SOR 2025 | 2,592 | Cum | 183.5 | ₹4,75,632 | BI01010001010000000000000515BI0100001115 |
| 4.01 | Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no. 300-2. Analysed Rate | 4,320 | Cum | 210.78 | ₹9,10,569.6 | BI01010001010000000000000515BI0100001116 |
| 5.01 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). Analysed Rate | 2,160 | Cum | 18.64 | ₹40,262.4 | BI01010001010000000000000515BI0100001117 |
| 6.01 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 Analysed Rate | 1,663.2 | Cum | 1,962.75 | ₹32,64,445.8 | BI01010001010000000000000515BI0100001118 |
| 7.01 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant or carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Analysed Rate | 1,663.2 | Cum | 2,089.14 | ₹34,74,657.65 | BI01010001010000000000000515BI0100001119 |
| 8.01 | Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Analysed Rate | 6,426 | Sqm | 39.78 | ₹2,55,626.28 | BI01010001010000000000000515BI0100001120 |
| 9.01 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm Analysed Rate | 6,426 | Sqm | 10.87 | ₹69,850.62 | BI01010001010000000000000515BI0100001121 |
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