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| Sl No | Description | Qty | Unit | VINOD M L2 | SUNI M L1 |
|---|---|---|---|---|---|
| 1.00concrete work | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 15 | cum | 445 ₹6,675 | 440 ₹6,600 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 9 | cum | 400 ₹3,600 Lowest | 400 ₹3,600 Lowest |
| 1.00 | OD257298/2025-2026:Dry rubble masonry :-Dry rubble without concrete levelling course masonry using dept. rubble includuing packing to compactness to lines and levels for road protection to with stand the dynamic loads due to moving traffic including cost and conveyance of all materials labour charges etc complete as per direction of departmental officers at site | 11.25 | cum | 1,640 ₹18,450 | 1,600 ₹18,000 Lowest |
| 1.00 | OD257299/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (od based on 60.7.1 in DAR) | 12.75 | cum | 3,820 ₹48,705 | 3,800 ₹48,450 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders 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 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 12.44 | cum | 600 ₹7,462.8 Lowest | 600 ₹7,462.8 Lowest |
| 1.01 | OD257300/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 Technical Specification Clause 401. <br> (i) For Grading I Material | 3.98 | cum | 2,800 ₹11,144 Lowest | 2,850 ₹11,343 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 17.91 | cum | 8,700 ₹1,55,817 | 8,100 ₹1,45,071 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,344
Closing Date
12 Nov 2025, 5:00 pmClosed
AE
LSGD CHELANNUR
ROADS
2025_LSGD_814094_2
AE/LSGD/CHNR/tender/49/2025-26
Open Tender
Civil Works - Roads
Item Rate
CHELANNUR
Please refer Tender documents.
10 documents required · 10 mandatory
₹560
Yes
₹6,344
Yes
27 Jun 2026
5 Nov 2025
14 Nov 2025
5 Nov 2025
12 Nov 2025
5 Nov 2025
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