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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.0 LAccepted-AOC | ₹56.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹61.2 LRejected-AOC | ₹61.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹61.9 LRejected-AOC | ₹61.9 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SHAJI.K.K L1 | M A ABHIJITH L3 | MYTHOS TECHNOLOGY L2 |
|---|---|---|---|---|---|---|
| 1.00concrete pavement and culvert | ||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.24 | Hectare | 40,875.1 - | 45,207.65 ₹10,714.21 | 37,933 ₹8,990.12 |
| 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 | 15 | cum | 383.22 - | 423.84 ₹6,357.60 | 363.72 ₹5,455.80 |
| 1.00 | OD7444/2025-2026: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 with motor grader on prepared surface, mixing by mix in place method with rotavator 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 | 213 | cum | 2,600 - | 3,068.98 ₹6.5 L | 3,300 ₹7.0 L |
| 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 | 190 | cum | 8,000 - | 8,641.4 ₹16.4 L | 8,000 ₹15.2 L |
| 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 | 281.5 | cum | 9,077.14 - | 9,491.55 ₹26.7 L | 8,800 ₹24.8 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 & 1203<br>V. R.C.C. grade M 25 | 0.3 | cum | 8,998.69 - | 9,952.46 ₹2,985.74 | 9,000 ₹2,700 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 11.3 | tonne | 75,000 - | 96,419.81 ₹10.9 L | 1,15,000 ₹13.0 L |
| 1.01 | 10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 78 | sqm | 190.21 - | 210.37 ₹16,408.86 | 188.06 ₹14,668.68 |
| 1.01 | 10.20:Road Markers/Road Stud with Lens Reflector <br> Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. | 300 | each | 153.95 - | 170.26 ₹51,078 | 146.11 ₹43,833 |
Tender Value
₹64.5 L
EMD Value
₹50,000
Closing Date
31 Jan 2026, 6:00 pmClosed
Executive Engineer
Harbour Engineering Division Ernakulam munambam Pallipuram p o 683515
GENERAL Upgradation of Coastal Roads in Thrissur District Paroth BSF Road Improvements to Paroth BSF Road in ward 2 of Puthur GramaPanchayath of Ollur LAC General Civil Work
2026_HED_829899_1
HED/CEHED/730/2025-2026
Open Tender
Civil Works - Roads
300 days
ward 2 of Puthur GramaPanchayath
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
3 Jun 2026
22 Jan 2026
3 Feb 2026
22 Jan 2026
31 Jan 2026
22 Jan 2026
concrete pavement and culvert
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
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
OD7444/2025-2026: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 with motor grader on prepared surface, mixing by mix in place method with rotavator 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
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
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. 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
10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
10.20:Road Markers/Road Stud with Lens Reflector <br> Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
Culvert and inauguration stone
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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
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