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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.4 LAdmitted-Finance | ₹24.4 L | L1 | Admitted-Finance |
| 2 | L2₹24.7 L+₹33,153.47 (1.36%)Admitted-Finance | ₹24.7 L+₹33,153.47 (1.36%) | L2 | Admitted-Finance |
| 3 | L3₹25.0 L+₹66,667.51 (2.74%)Admitted-Finance | ₹25.0 L+₹66,667.51 (2.74%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | E.K.Abdulsalam L2 | meconconstructions L3 | TARIKH ANVAR E L1 |
|---|---|---|---|---|---|---|
| 1.00Road | ||||||
| 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. | 141.75 | cum | 68 ₹9,639 | 66 ₹9,355.5 | 65 ₹9,213.75 Lowest |
| 1.00 | 4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 94.5 | cum | 3,430 ₹3,24,135 | 3,390 ₹3,20,355 | 3,320 ₹3,13,740 Lowest |
| 1.00 | OD87460/2026-2027 Filling with Quarry Muck ,Filling up low lying and water logged areas with local material/quarry muck | 75.6 | cum | 955 ₹72,198 | 947.54 ₹71,634.02 Lowest | 947.54 ₹71,634.02 Lowest |
| 1.00 | 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) | 141.75 | cum | 9,650 ₹13,67,887.5 | 9,900 ₹14,03,325 | 9,563.75 ₹13,55,661.56 Lowest |
| 1.00 | OD87461/2026-2027 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | 1 | no | 5,700 ₹5,700 | 5,700 ₹5,700 | 5,698.2 ₹5,698.2 Lowest |
| 2.00Filling & Side wall | ||||||
| 2.00 | 50.2.26.1 Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge. | 348.05 | cum | 455 ₹1,58,362.75 | 445.71 ₹1,55,129.37 Lowest | 445.71 ₹1,55,129.37 Lowest |
| 2.00 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 7.2 | cum | 365 ₹2,628 | 340 ₹2,448 Lowest | 340 ₹2,448 Lowest |
| 2.00 | 4.1.4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 28 | cum | 9,070 ₹2,53,960 | 9,500 ₹2,66,000 | 9,062.66 ₹2,53,754.48 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
16 Sept 2026, 6:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS-Tarur LAC-2025-26-Project No.26920-Construction of Ayyappankunnu Vadakkanchery Kulamb Road in Puthukkod GP, Palakkad District
2026_KEL_868141_1
KRO/ BDC/2446/2026
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
17 Sept 2026
7 Sept 2026
17 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 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. | 141.75 | cum | - | - |
| 1.002 | 4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 94.5 | cum | - | - |
| 1.003 | OD87460/2026-2027 Filling with Quarry Muck ,Filling up low lying and water logged areas with local material/quarry muck | 75.6 | cum | - | - |
| 1.004 | 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) | 141.75 | cum | - | - |
| 1.005 | OD87461/2026-2027 Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | 1 | no | - | - |
| 2Filling & Side wall | |||||
| 2.001 | 50.2.26.1 Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge. | 348.05 | cum | - | - |
| 2.002 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 7.2 | cum | - | - |
| 2.003 | 4.1.4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 28 | cum | - | - |
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