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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.1 LAccepted-AOC ARADHANA KOLAM PANMANA P O KOLLAM | PATHANAMTHITTA | KERALA | 689694 | L1 | Accepted-AOC being L1 accepted | |
| 2 | L2₹26.4 L+₹2.3 L (9.39%)Rejected-AOC | L2 | Rejected-AOC being L2 rejected | |
| 3 | L3₹29.5 L+₹5.4 L (22.2%)Rejected-AOC | L3 | Rejected-AOC being L3 rejected |
| Sl No | Description | Qty | Unit | MUHAMMED RILUVAN L3 | RAMACHANDRAN J L1 | UNNI S L2 |
|---|---|---|---|---|---|---|
| 1.00Appendix-A-Partition for Kiosk | ||||||
| 1.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 2 | sqm | 130 ₹260 | 117.95 ₹235.9 Lowest | 125 ₹250 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 3 | cum | 8,500 ₹25,500 | 6,973.01 ₹20,919.03 Lowest | 7,800 ₹23,400 |
| 1.00 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 62 | cum | 7,250 ₹4,49,500 | 6,398.27 ₹3,96,692.74 Lowest | 6,900 ₹4,27,800 |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 650 | sqm | 375 ₹2,43,750 | 325.02 ₹2,11,263 Lowest | 350 ₹2,27,500 |
| 1.00 | 13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm | 650 | sqm | 210 ₹1,36,500 | 175.19 ₹1,13,873.5 | 160 ₹1,04,000 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 180 | kilogram | 112 ₹20,160 | 98.83 ₹17,789.4 Lowest | 110 ₹19,800 |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 3 | cum | 13,800 ₹41,400 | 11,815.64 ₹35,446.92 Lowest | 13,350 ₹40,050 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 26 | sqm | 950 ₹24,700 | 670.57 ₹17,434.82 Lowest | 730 ₹18,980 |
| 1.01 | OD10327/2024-2025:Supplying and fixing rolling shutters of approved make, made of required size GI colourcoaed laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pulloperation complete, including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS4454 Part I and GI top cover of required thickness for rolling shutters (Based on sanctioned data for the work "construction of locker room" at Puthiyappa FH)
19 guage flat GI white colour powder coated shutter with 0.35 GI sheet top cover | 108 | sqm | 5,200 ₹5,61,600 | 4,227.74 ₹4,56,595.92 Lowest | 4,750 ₹5,13,000 |
Tender Value
₹27.4 L
EMD Value
₹50,000
Closing Date
15 Jun 2026, 1:00 pmClosed
Executive Engineer
Office of Executive Engineer Harbour Engineering division Asramam kollam
GENERAL Capital Repairs and Maintenance Dredging of Fishing Harbours Modification of Kiosk into Locker Room Inside Neendakara Fishery Harbour General Civil Work
2026_HED_853507_1
HED/CEHED/TR/113/2025
Open Tender
Civil Works - Others
Item Rate
120 days
Neendakara panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
22 Oct 2026
30 May 2026
16 Jun 2026
30 May 2026
15 Jun 2026
30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A-Partition for Kiosk | |||||
| 1.001 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | - | sqm | - | - |
| 1.002 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.003 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
| 1.004 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.005 | 13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm | - | sqm | - | - |
| 1.006 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | - | kilogram | - | - |
| 1.007 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.009 | OD10327/2024-2025:Supplying and fixing rolling shutters of approved make, made of required size GI colourcoaed laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pulloperation complete, including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS4454 Part I and GI top cover of required thickness for rolling shutters (Based on sanctioned data for the work "construction of locker room" at Puthiyappa FH)
19 guage flat GI white colour powder coated shutter with 0.35 GI sheet top cover | - | sqm | - | - |
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