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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | ₹1.5 L | L1 | Accepted-AOC FIRST |
| 2 | L2₹1.7 LRejected-AOC | ₹1.7 L | L2 | Rejected-AOC SECOND |
| Sl No | Description | Qty | Unit | RAVEENDRAN K L1 | ANILKUMAR.N L2 |
|---|---|---|---|---|---|
| 1.00Neduvanpunathil thazham eeraattukunnu footpath | |||||
| 1.00 | OD484645/2025-2026: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 | 117.6 | sqm | 29.36 ₹3,452.74 | 33.75 ₹3,969 |
| 1.00 | OD529092/2025-2026:Filling with contractor own earth (excluding rock) in sub grade and earthen shoulders 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.(modified 50.2.26.1) | 11.4 | cum | 371.05 ₹4,229.97 | 426.49 ₹4,861.99 |
| 1.00 | OD484641/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 11.76 | cum | 821.52 ₹9,661.08 | 944.28 ₹11,104.73 |
| 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) | 14.11 | cum | 7,642.5 ₹1.1 L | 8,784.48 ₹1.2 L |
| 2.00Side Protection | |||||
| 2.00 | 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 | 1.35 | cum | 352.8 ₹476.28 | 405.52 ₹547.45 |
| 2.00 | 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 | 0.3 | cum | 7,193.16 ₹2,157.95 | 8,268.01 ₹2,480.40 |
| 2.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 1.06 | cum | 8,356.64 ₹8,883.11 | 9,605.33 ₹10,210.47 |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.11 | tonne | 80,260.87 ₹8,908.96 | 92,253.53 ₹10,240.14 |
Tender Value
₹1.7 L
EMD Value
₹4,185
Closing Date
20 Mar 2026, 2:00 pmClosed
ASSISTANT ENGINEER
LSGD, OLAVANNA
413-Neduvanpunathil thazham eeraattukunnu footpath construction in ward 9
2026_LSGD_846861_1
AE/OLV/10/25
Open Tender
Civil Works - Roads
120 days
OLAVANNA
Please refer tender documents
10 documents required · 10 mandatory
₹555
Yes
₹4,185
Yes
6 Jun 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
20 Mar 2026
13 Mar 2026
Neduvanpunathil thazham eeraattukunnu footpath
OD484645/2025-2026: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
OD529092/2025-2026:Filling with contractor own earth (excluding rock) in sub grade and earthen shoulders 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.(modified 50.2.26.1)
OD484641/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
Side Protection
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
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
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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