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| Sl No | Description | Qty | Unit | St George L2 | VALAYAM L1 |
|---|---|---|---|---|---|
| 1.00DRAIN CONSTRUCTION | |||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 33.75 | cum | 918.2 ₹30,989.25 | 903 ₹30,476.25 Lowest |
| 1.00 | OD398817/2025-2026:[OD from MORD 11.4.1.1] - Providing concrete for plain/reinforced concrete without formwork 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 | 4.5 | cum | 8,438.8 ₹37,974.6 | 8,300 ₹37,350 Lowest |
| 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) | 13.75 | cum | 8,576.9 ₹1,17,932.38 | 8,444 ₹1,16,105 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.62 | tonne | 97,926.35 ₹60,616.41 | 96,000 ₹59,424 Lowest |
| 1.00 | 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 For height upto 5 m III. R.C.C grade M 20 | 1.08 | cum | 10,195.9 ₹11,011.57 | 10,038 ₹10,841.04 Lowest |
| 1.01 | OD398829/2025-2026:[OD from DAR 2.28.1] - 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 | 24 | 1 sqm | 35.8 ₹859.2 | 34 ₹816 Lowest |
| 1.01 | 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) | 3 | cum | 9,315.35 ₹27,946.05 | 9,171 ₹27,513 Lowest |
| 2.00ROAD CONCRETE | |||||
| 2.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 40 | cum | 54.3 ₹2,172 | 52 ₹2,080 Lowest |
Tender Value
₹6.4 L
EMD Value
₹15,879
Closing Date
21 Jan 2026, 6:00 pmClosed
Assistant Engineer
LID and EW Section Manimala GP
Pro No 260/26 Prayattupadi Vechookunnu Road Maintanance-Ward 11
2026_LSGD_827595_1
04/AE/LID and EW/MNLA/25-26
Open Tender
Civil Works - Roads
Item Rate
60 days
Manimala
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,405
Yes
₹15,879
Yes
9 Jun 2026
14 Jan 2026
23 Jan 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
DRAIN CONSTRUCTION
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
OD398817/2025-2026:[OD from MORD 11.4.1.1] - Providing concrete for plain/reinforced concrete without formwork 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
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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 For height upto 5 m III. R.C.C grade M 20
OD398829/2025-2026:[OD from DAR 2.28.1] - 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
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)
ROAD CONCRETE
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD398818/2025-2026:[OD from DAR 51.2.3] - 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)
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