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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-AOC | ₹11.0 L | L1 | Accepted-AOC L1 Admitted |
| 2 | L2₹11.4 L+₹46,128.36 (4.21%)Rejected-Finance | ₹11.4 L+₹46,128.36 (4.21%) | L2 | Rejected-Finance L2 Rejected |
| Sl No | Description | Qty | Unit | T SUNIL KUMAR L1 | REJI KUMARAN THAMPI G L2 |
|---|---|---|---|---|---|
| 1.00Drain 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 | 156 | cum | 450 ₹70,200 Lowest | 460 ₹71,760 |
| 1.00 | OD117449/2026-2027:M10- Without formwork- Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications. P.C.C grade M 10- Nominal mix 1:3:6 | 15.6 | cum | 8,845 ₹1,37,982 Lowest | 8,860 ₹1,38,216 |
| 1.00 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 46.8 | cum | 8,190 ₹3,83,292 Lowest | 9,000 ₹4,21,200 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 5.2 | cum | 9,390 ₹48,828 Lowest | 9,500 ₹49,400 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.42 | tonne | 1,02,500 ₹43,562.5 Lowest | 1,03,000 ₹43,775 |
| 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 | 3.15 | cum | 10,100 ₹31,815 Lowest | 10,105 ₹31,830.75 |
| 1.01 | OD85482/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and
inequalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 metre lift up to 1.5
m | 21 | sqm | 35 ₹735 Lowest | 36 ₹756 |
| 2.00Retarring | |||||
| 2.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 145.11 | sqm | 456 ₹66,170.16 Lowest | 457 ₹66,315.27 |
Tender Value
₹11.0 L
EMD Value
₹27,540
Closing Date
31 Jul 2026, 4:00 pmClosed
JEEVAN.P
Office of Assistant Engineer Nedumangad Municipality
GENERAL-Pro.No.05/26-27-NMC. Mukkola M G Nagar Kalluvarambu Road Retaring and Drianage Constrction-General Civil Work
2026_LSGD_862231_1
5/AE/MUN/NDD/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Nedumangad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,540
Yes
19 Sept 2026
24 Jul 2026
3 Aug 2026
24 Jul 2026
31 Jul 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drain 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 | - | cum | - | - |
| 1.002 | OD117449/2026-2027:M10- Without formwork- Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications. P.C.C grade M 10- Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.003 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 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 | 1 | cum | - | - |
| 1.007 | OD85482/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and
inequalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 metre lift up to 1.5
m | - | sqm | - | - |
| 2Retarring | |||||
| 2.001 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | - | sqm | - | - |
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