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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.6 L+₹68,386.85 (9.85%)Admitted-Fee/PreQual/Technical/Finance | ₹7.6 L+₹68,386.85 (9.85%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.0 L+₹1.1 L (15.8%)Admitted-Fee/PreQual/Technical/Finance | ₹8.0 L+₹1.1 L (15.8%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹8.3 L+₹1.4 L (19.6%)Admitted-Fee/PreQual/Technical/Finance KARAMOOTTIL MARU NORTH KARUNAGAPPALLY | ₹8.3 L+₹1.4 L (19.6%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JIJIL KUMAR R L1 | S. RAJENDRAN L2 | B RAJAN L3 | SURESHKUMAR K L4 |
|---|---|---|---|---|---|---|---|
| 1.00Retarring | |||||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. 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. (D) Dry Rubble Masonry | 13.3 | cum | 402 ₹5,346.6 Lowest | 442.01 ₹5,878.73 | 466.08 ₹6,198.86 | 481.28 ₹6,401.02 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 57.6 | cum | 55 ₹3,168 Lowest | 60.41 ₹3,479.62 | 63.7 ₹3,669.12 | 65.79 ₹3,789.5 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 7.28 | cum | 370 ₹2,693.6 Lowest | 406.17 ₹2,956.92 | 428.29 ₹3,117.95 | 442.28 ₹3,219.8 |
| 1.00 | OD133758/2026-2027:DRY RUBBLE MASONRY (without concrete levelling course) with good quality l
blasted rubble (without bond stone) and packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 21.52 | cum | 4,465 ₹96,086.8 Lowest | 4,899.23 ₹1,05,431.43 | 5,165.96 ₹1,11,171.46 | 5,334.72 ₹1,14,803.17 |
| 1.00 | OD133760/2026-2027:DRY RUBBLE MASONRY (without concrete levelling course) with departmental rubble (without bond stone) and 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 | 10.64 | cum | 2,474 ₹26,323.36 Lowest | 2,716.35 ₹28,901.96 | 2,864.24 ₹30,475.51 | 2,886.62 ₹30,713.64 |
| 1.01 | OD138591/2026-2027:Random RUBBLE MASONRY with hard stone in foundation and plinth including packing to compactness to lines and levels, cost and conveyance of all materials labour charges , Excluding bond stone etc. complete in cement mortar 1:6 (1 cement, 6 coarse sand )as per approved drawing and relevant technical specifications. | 1.22 | cum | 5,858 ₹7,117.47 Lowest | 6,431.15 ₹7,813.85 | 6,781.29 ₹8,239.27 | 7,002.82 ₹8,508.43 |
| 1.01 | OD138496/2026-2027:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest
available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick
wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete | 0.95 | cum | 6,516 ₹6,203.23 Lowest | 7,152.93 ₹6,809.59 | 7,542.37 ₹7,180.34 | 8,584.73 ₹8,172.66 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.9 | cum | 8,016 ₹15,230.4 Lowest | 8,789.87 ₹16,700.75 | 9,268.43 ₹17,610.02 | 9,571.2 ₹18,185.28 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.1 | tonne | 84,188 ₹7,997.86 Lowest | 92,402.32 ₹8,778.22 | 97,433.11 ₹9,256.15 | 1,00,615.87 ₹9,558.51 |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
11 Sept 2026, 5:00 pmClosed
Assistant Engineer
O/o the AEE,Athiyannoor BP
-AKG road rennovation
2026_LSGD_867236_12
01/AE/LSGD/ATR/26-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Athiyannoor BP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,182
Yes
15 Sept 2026
3 Sept 2026
15 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retarring | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. 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. (D) Dry Rubble Masonry | - | cum | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.003 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | - | cum | - | - |
| 1.004 | OD133758/2026-2027:DRY RUBBLE MASONRY (without concrete levelling course) with good quality l
blasted rubble (without bond stone) and packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 1 | cum | - | - |
| 1.005 | OD133760/2026-2027:DRY RUBBLE MASONRY (without concrete levelling course) with departmental rubble (without bond stone) and 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 | - | cum | - | - |
| 1.006 | OD138591/2026-2027:Random RUBBLE MASONRY with hard stone in foundation and plinth including packing to compactness to lines and levels, cost and conveyance of all materials labour charges , Excluding bond stone etc. complete in cement mortar 1:6 (1 cement, 6 coarse sand )as per approved drawing and relevant technical specifications. | - | cum | - | - |
| 1.007 | OD138496/2026-2027:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest
available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick
wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete | - | cum | - | - |
| 1.008 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
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