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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.8 L+₹5,146.95 (1.90%)Admitted-Fee/PreQual/Technical/Finance | ₹2.8 L+₹5,146.95 (1.90%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L4₹2.8 L+₹11,925.55 (4.40%)Admitted-Fee/PreQual/Technical/Finance | ₹2.8 L+₹11,925.55 (4.40%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L5₹3.2 L+₹44,547.93 (16.4%)Admitted-Fee/PreQual/Technical/Finance | ₹3.2 L+₹44,547.93 (16.4%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L6₹3.2 L+₹46,578.35 (17.2%)Admitted-Fee/PreQual/Technical/Finance | ₹3.2 L+₹46,578.35 (17.2%) | L6 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JIJIL KUMAR R L6 | RAJENDRAN B L5 | PRASANNAKUMAR LEKSHMANAN NADAR L4 | SAJU K L7 | Anandhu Asok A L2 | SURESHKUMAR G L1 | BIJOY J B L8 | SAJU K L3 | Babu Wills J W L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00SIDE WALL CONSTRUCTION | ||||||||||||
| 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 | 17.46 | cum | 338 ₹5,901.14 | 336.22 ₹5,870.06 | 301.47 ₹5,263.36 | 365.61 ₹6,383.18 | 294.25 ₹5,137.31 | 288.6 ₹5,038.67 Lowest | 396 ₹6,913.76 | 297.99 ₹5,202.61 | 450 ₹7,856.55 |
| 1.00 | OD167239/2026-2027: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. | 17.46 | cum | 4,082 ₹71,267.64 | 4,055.47 ₹70,804.45 | 3,636.31 ₹63,486.34 | 4,409.85 ₹76,991.57 | 3,549.22 ₹61,965.83 | 3,484 ₹60,827.16 Lowest | 4,789 ₹83,611.15 | 3,594.4 ₹62,754.63 | 5,400 ₹94,278.6 |
| 1.00 | OD167237/2026-2027: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. | 32.45 | cum | 5,358 ₹1,73,888.53 | 5,323.56 ₹1,72,770.82 | 4,773.34 ₹1,54,913.98 | 5,788.76 ₹1,87,868.42 | 4,659.01 ₹1,51,203.51 | 4,572 ₹1,48,379.69 Lowest | 6,287 ₹2,04,038.3 | 4,718.32 ₹1,53,128.36 | 6,300 ₹2,04,460.2 |
| 1.00 | 12.3:Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 16.34 | sqm | 289 ₹4,720.82 | 287.89 ₹4,702.68 | 258.14 ₹4,216.72 | 313.06 ₹5,113.84 | 251.95 ₹4,115.6 | 247 ₹4,034.75 Lowest | 339 ₹5,537.57 | 255.16 ₹4,168.04 | 300 ₹4,900.5 |
| 1.00 | OD167289/2026-2027:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 9.47 | cum | 416 ₹3,939.94 | 413.55 ₹3,916.73 | 370.81 ₹3,511.94 | 449.69 ₹4,259.01 | 361.93 ₹3,427.84 | 355 ₹3,362.21 Lowest | 488 ₹4,621.85 | 366.53 ₹3,471.41 | 1,500 ₹14,206.5 |
| 1.01 | OD163877/2026-2027:S/F name board of size 75x60 cm installed in the appropriate place visible to the public made of
brick wall with granite plaque should be inserted and engraving letters etc complete as per the
direction of deptl officers at site. | 1 | each | 3,933 ₹3,933 | 3,908.26 ₹3,908.26 | 3,504.32 ₹3,504.32 | 4,249.78 ₹4,249.78 | 3,420.38 ₹3,420.38 | 3,356 ₹3,356 Lowest | 4,615 ₹4,615 | 3,463.92 ₹3,463.92 | 5,000 ₹5,000 |
| 2.00FOOT PATH CONCRETING | ||||||||||||
| 2.00 | OD167322/2026-2027: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 (Derived from MORD 4.1.A.1, Tractor mount Grader and Tractor with Rotevator excluded). | 4.8 | cum | 2,454 ₹11,779.2 | 2,439.01 ₹11,707.25 | 2,186.92 ₹10,497.22 | 2,652.14 ₹12,730.27 | 2,134.54 ₹10,245.79 | 2,094 ₹10,051.2 | 2,880 ₹13,824 | 2,161.71 ₹10,376.21 | 2,000 ₹9,600 Lowest |
| 2.00 | 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) | 5.76 | cum | 7,332 ₹42,232.32 | 7,283.32 ₹41,951.92 | 6,530.54 ₹37,615.91 | 7,919.76 ₹45,617.82 | 6,374.12 ₹36,714.93 | 6,256 ₹36,034.56 Lowest | 8,600 ₹49,536 | 6,455.27 ₹37,182.36 | 8,000 ₹46,080 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
11 Sept 2026, 5:00 pmClosed
Assistant Engineer
O/o the AEE,Athiyannoor BP
Annual Plan-58/26-27-Side wall construction and concreting in SC Grandhasala footpath-General Civil Work
2026_LSGD_867236_8
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
₹935
Yes
₹10,592
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 |
|---|---|---|---|---|---|
| 1SIDE WALL CONSTRUCTION | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | OD167239/2026-2027: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 | - | - |
| 1.003 | OD167237/2026-2027: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 | - | - |
| 1.004 | 12.3:Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | - | sqm | - | - |
| 1.005 | OD167289/2026-2027:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.006 | OD163877/2026-2027:S/F name board of size 75x60 cm installed in the appropriate place visible to the public made of
brick wall with granite plaque should be inserted and engraving letters etc complete as per the
direction of deptl officers at site. | - | each | - | - |
| 2FOOT PATH CONCRETING | |||||
| 2.001 | OD167322/2026-2027: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 (Derived from MORD 4.1.A.1, Tractor mount Grader and Tractor with Rotevator excluded). | 1 | cum | - | - |
| 2.002 | 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) | 1 | cum | - | - |
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