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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.4 LAccepted-AOC | ₹28.4 L Quoted ₹28.5 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | JOSEPH TITUS L1 |
|---|---|---|---|---|
| 1.00Road and drain work | ||||
| 1.00 | OD1073/2024-2025:Preparation of Foundation for Embankment <br> <br>Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> <br>Scarifying the existing bituminous road surface to a depth of 150 mm and rolling the surface using three wheel 80 - 100 KN static Roller as per Technical Specification Clause 301.4. (based on 3.2) | 920 | sqm | 11.32 ₹10,414.40 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 55 | cum | 54.66 ₹3,006.30 |
| 1.00 | OD3971/2025-2026:Formation of sub-base/base/surface course by providing materials like quarry waste,spreading in uniform layers of prepared surface and consolidation by ramming etc. complete using naturally occurring gravel mixture/quarry waste/building waste. | 25 | cum | 1,784.67 ₹44,616.75 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 9 | cum | 9,001.46 ₹81,013.14 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 2 | cum | 9,887.04 ₹19,774.08 |
| 1.01 | 12.5.2.1: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 II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 36 | cum | 10,063.4 ₹3.6 L |
| 1.01 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 10 | cum | 10,367.15 ₹1.0 L |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.97 | tonne | 1,00,437.31 ₹97,625.07 |
| 1.01 | OD3695/2025-2026: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 on prepared surface, mixing by mix in place method 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 | 189.53 | cum | 3,170 ₹6.0 L |
Tender Value
₹28.5 L
EMD Value
₹50,000
Closing Date
23 Oct 2025, 6:00 pmClosed
EXECUTIVE ENGINEER
HARBOUR ENGINEERING DIVISHION ERNAKULAM PALLIPORT PO MUNAMBAM 683515
LAC-ADS-Construction of Schoolmuttam east jetty road in ward 10 of Elamkunnapuzha panchayath._work_General Civil Work
2025_HED_799654_2
HED/CEHED/264/2025-2026
Open Tender
Civil Works - Roads
180 days
Elamkunnapuzha
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
16 Jan 2026
15 Oct 2025
25 Oct 2025
15 Oct 2025
23 Oct 2025
15 Oct 2025
Amount
Road and drain work
OD1073/2024-2025:Preparation of Foundation for Embankment <br> <br>Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> <br>Scarifying the existing bituminous road surface to a depth of 150 mm and rolling the surface using three wheel 80 - 100 KN static Roller as per Technical Specification Clause 301.4. (based on 3.2)
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
OD3971/2025-2026:Formation of sub-base/base/surface course by providing materials like quarry waste,spreading in uniform layers of prepared surface and consolidation by ramming etc. complete using naturally occurring gravel mixture/quarry waste/building waste.
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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
12.5.2.1: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 II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD3695/2025-2026: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 on prepared surface, mixing by mix in place method 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
Interlock tile work
55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
Cover slab placing and inauguration stone
OD1075/2024-2025:Lifting, conveying and placing precast drain cover slabs in lines and levels as per the direction of officers at site including all cost, labour charges etc complete
8.2.2.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
16.21:Engraving letters in hard stone
Bidder Name
JOSEPH TITUS
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