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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.8 L+₹2,460.02 (0.65%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Midhun Mathew L1 | shibu abraham L2 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 1.00 | 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) | 17.85 | cum | 9,019.17 ₹1,60,992.18 | 9,000 ₹1,60,650 Lowest |
| 1.00 | OD176314/2026-2027:50.2.25.1 Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. 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-in-charge | 11.16 | cum | 929.35 ₹10,371.55 Lowest | 984 ₹10,981.44 |
| 1.00 | 4.1.A.1: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 | 6.03 | cum | 3,150.96 ₹19,000.29 | 3,000 ₹18,090 Lowest |
| 1.00 | OD176315/2026-2027:6.7.1
Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 117.25 | sqm | 1,019.11 ₹1,19,490.65 Lowest | 1,030 ₹1,20,767.5 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.28 | cum | 8,497.38 ₹2,336.78 Lowest | 9,000 ₹2,475 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.74 | cum | 9,333.37 ₹6,934.69 | 9,000 ₹6,687 Lowest |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 4.58 | cum | 8,304.24 ₹38,025.11 Lowest | 8,500 ₹38,921.5 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.17 | tonne | 94,812.82 ₹16,592.24 Lowest | 1,00,000 ₹17,500 |
| 1.01 | OD176326/2026-2027:Structural steel work in single section fixed with or without connecting plate including cutting hoisting fixing in position all complete for handrail with GI PIPES | 0.19 | quintal | 8,939.86 ₹1,671.75 Lowest | 9,470 ₹1,770.89 |
Tender Value
₹4.0 L
EMD Value
₹9,957
Closing Date
22 Sept 2026, 4:00 pmClosed
ASSISTANT ENGINEER
AE LID AND EW SECTION MANARACD GP
249/26-27-Road maintenance of Chembolapadi -Pariyarathilpadi ward - 5
2026_LSGD_868823_1
249/AE/LIDANDEW/MNCD/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
AE LID AND EW SECTION MANARACD GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹880
Yes
₹9,957
Yes
24 Sept 2026
11 Sept 2026
24 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | 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) | 17.85 | cum | - | - |
| 1.002 | OD176314/2026-2027:50.2.25.1 Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. 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-in-charge | 11.16 | cum | - | - |
| 1.003 | 4.1.A.1: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 | 6.03 | cum | - | - |
| 1.004 | OD176315/2026-2027:6.7.1
Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 117.25 | sqm | - | - |
| 1.005 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.28 | cum | - | - |
| 1.006 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.74 | cum | - | - |
| 1.007 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 4.58 | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.18 | tonne | - | - |
| 1.009 | OD176326/2026-2027:Structural steel work in single section fixed with or without connecting plate including cutting hoisting fixing in position all complete for handrail with GI PIPES | 0.19 | quintal | - | - |
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