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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 LAccepted-AOC | ₹13.6 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹14.1 L+₹48,953.26 (3.61%)Rejected-AOC CHELLIMARTHARA PANDARAKKULAM SC COLONY COMPREHENSIVE DEVELOPMENT THENKURISSI GRAMA PANCHAYAT THAROOR DIVISION PROJECT NO 145 24 COLONY SAMAGRA VIKASANAM PROJECT NO 145 24 GENERAL CIVIL WORK | PALAKKAD | KERALA | 672122 | ₹14.1 L+₹48,953.26 (3.61%) | L2 | Rejected-AOC L2 BIDDER |
| 3 | L3₹14.6 L+₹1.1 L (7.83%)Rejected-AOC EDATHARA | ₹14.6 L+₹1.1 L (7.83%) | L3 | Rejected-AOC L3 BIDDER |
| 4 | L4₹15.3 L+₹1.7 L (12.7%)Rejected-AOC | ₹15.3 L+₹1.7 L (12.7%) | L4 | Rejected-AOC L4 BIDDER |
| 5 | L5₹15.5 L+₹2.0 L (14.6%)Rejected-AOC | ₹15.5 L+₹2.0 L (14.6%) | L5 | Rejected-AOC L5 BIDDER |
| Sl No | Description | Qty | Unit | M SIVADAS L6 | ARUN.P.V L4 | PRAJITHA L7 | SAFVAN P P L5 | NIKHIL. C .K L2 | VISHNU M L3 | HAFSAL.M.K L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Concreting Works | ||||||||||
| 1.00 | OD295676/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 654 | sqm | 30.5 ₹19,947 | 29.47 ₹19,273.38 | 34.71 ₹22,700.34 | 29.95 ₹19,587.3 | 27.08 ₹17,710.32 Lowest | 28.29 ₹18,501.66 | 36.75 ₹24,034.5 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 90 | cum | 55.47 ₹4,992.3 | 53.61 ₹4,824.9 | 63.13 ₹5,681.7 | 54.47 ₹4,902.3 | 49.26 ₹4,433.4 Lowest | 51.7 ₹4,653 | 66.84 ₹6,015.6 |
| 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 | 143.1 | cum | 2,760.44 ₹3,95,018.96 | 2,676.98 ₹3,83,075.84 | 3,152.63 ₹4,51,141.35 | 2,720.04 ₹3,89,237.72 | 2,460.02 ₹3,52,028.86 | 2,560.16 ₹3,66,358.9 | 2,260 ₹3,23,406 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) | 115.2 | cum | 7,850.91 ₹9,04,424.83 | 7,670.13 ₹8,83,598.98 | 9,032.96 ₹10,40,596.99 | 7,793.5 ₹8,97,811.2 | 7,048.48 ₹8,11,984.9 | 7,335 ₹8,44,992 | 7,000 ₹8,06,400 Lowest |
| 2.00Interlock Tile Works | ||||||||||
| 2.00 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | 231 | sqm | 860.34 ₹1,98,738.54 | 860.31 ₹1,98,731.61 | 1,013.17 ₹2,34,042.27 | 874.14 ₹2,01,926.34 | 790.58 ₹1,82,623.98 | 822.76 ₹1,90,057.56 | 750 ₹1,73,250 Lowest |
| 3.00Name Board | ||||||||||
| 3.00 | 51.18.12.6:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 50 mm nominal dia | 50 | metre | 525.33 ₹26,266.5 | 543.36 ₹27,168 | 639.91 ₹31,995.5 | 552.1 ₹27,605 | 499.32 ₹24,966 | 519.65 ₹25,982.5 | 300 ₹15,000 Lowest |
| 3.00 | OD70174/2026-2027:Taking out and refixing existing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 50 mm nominal dia | 190 | metre | 49.9 ₹9,481 | 48.22 ₹9,161.8 | 56.79 ₹10,790.1 | 49 ₹9,310 | 44.32 ₹8,420.8 | 46.11 ₹8,760.9 | 30 ₹5,700 Lowest |
Tender Value
₹19.1 L
EMD Value
₹47,668
Closing Date
1 Aug 2026, 4:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer LID and EW Sub Division Kuzhalmannam Block Panchayat
SC Corpus Fund Chemmannamparambu S C Nagar Road Concreting and Protection Works in Kuzhalmannam GP
2026_LSGD_861624_2
01/2025-26/AEE/LIDEW/KZMN/SCCF
Open Tender
Civil Works - Roads
Item Rate
180 days
Kuzhalmannam
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹47,668
Yes
19 Aug 2026
22 Jul 2026
4 Aug 2026
22 Jul 2026
1 Aug 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concreting Works | |||||
| 1.001 | OD295676/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | - | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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 | 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 | 1 | 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) | - | cum | - | - |
| 2Interlock Tile Works | |||||
| 2.001 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | - | sqm | - | - |
| 3Name Board | |||||
| 3.001 | 51.18.12.6:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 50 mm nominal dia | - | metre | - | - |
| 3.002 | OD70174/2026-2027:Taking out and refixing existing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 50 mm nominal dia | - | metre | - | - |
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