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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.7 L+₹8,712.87 (3.34%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | shaji abraham L1 | Saji Abraham L2 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 1.00 | OD171886/2026-2027:Surface dressing of the ground including removing vegetation and in equalities exceeding 15 cm deep and disposal of rubbish lead up to 50m and lift to all kinds of soil | 12 | 1 sqm | 36 ₹432 | 29.21 ₹350.52 Lowest |
| 1.00 | OD171891/2026-2027: DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 3.6 | cum | 2,500 ₹9,000 | 2,457.41 ₹8,846.68 Lowest |
| 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 | 0.61 | cum | 440 ₹269.28 | 350.99 ₹214.81 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) | 20.25 | cum | 7,162.5 ₹1,45,040.63 Lowest | 7,603.18 ₹1,53,964.4 |
| 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 | 0.22 | cum | 9,001 ₹1,989.22 | 7,156.16 ₹1,581.51 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) | 1.38 | cum | 8,796 ₹12,112.09 | 6,993.5 ₹9,630.05 Lowest |
| 1.01 | 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) | 0.04 | cum | 9,186 ₹395 | 7,303.45 ₹314.05 Lowest |
| 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 | 0.18 | cum | 9,887 ₹1,779.66 | 7,860.19 ₹1,414.83 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.02 | tonne | 1,00,437 ₹2,109.18 | 79,847.66 ₹1,676.8 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,471
Closing Date
22 Sept 2026, 4:00 pmClosed
ASSISTANT ENGINEER
AE LID AND EW SECTION MANARACD GP
55/26-27-Road maintenance of Idakkarottupady -Kizhakkedathupady ward-4
2026_LSGD_868697_1
55/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
₹750
Yes
₹8,471
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 | OD171886/2026-2027:Surface dressing of the ground including removing vegetation and in equalities exceeding 15 cm deep and disposal of rubbish lead up to 50m and lift to all kinds of soil | 12 | 1 sqm | - | - |
| 1.002 | OD171891/2026-2027: DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 3.6 | cum | - | - |
| 1.003 | 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 | 0.61 | 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) | 20.25 | cum | - | - |
| 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 | 0.22 | cum | - | - |
| 1.006 | 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) | 1.38 | cum | - | - |
| 1.007 | 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) | 0.04 | cum | - | - |
| 1.008 | 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 | 0.18 | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.02 | tonne | - | - |
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