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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.4 LAccepted-AOC DOOR NO 2 859J KBNSS LTD BUILDING II FLLOOR ERANHIPALAM P O KOXHIKODE 673006 | KOZHIKODE | KERALA | 673006 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Abdul Hameed NK L3 | JAFER P L2 | GREEN SHADE L5 | TECTONICS ENGINEERING PROJECTS L1 | M GIRISH L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00APPENDIX A - MORD | ||||||||
| 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 | 0.07 | Hectare | 2,00,000 ₹14,400 | 33,784.05 ₹2,432.45 Lowest | 37,482.3 ₹2,698.73 | 38,400 ₹2,764.8 | 89,082 ₹6,413.9 |
| 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 | 465.94 | cum | 400 ₹1,86,374 | 675.67 ₹3,14,818.3 | 717 ₹3,34,075.4 | 510 ₹2,37,626.85 | 363.6 ₹1,69,413.97 Lowest |
| 1.00 | 11.1.1.2:Excavation for Structures<br> 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.<br> I. Ordinary soil <br>(ii) 3 m to 6 m depth | 66.5 | cum | 800 ₹53,200 | 802.38 ₹53,358.27 | 851.5 ₹56,624.75 | 700 ₹46,550 | 318.15 ₹21,156.98 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 148 | cum | 2,795 ₹4,13,660 | 1,982.2 ₹2,93,365.6 Lowest | 2,103.6 ₹3,11,332.8 | 2,000 ₹2,96,000 | 2,636.1 ₹3,90,142.8 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 112 | cum | 7,197 ₹8,06,064 Lowest | 7,307.97 ₹8,18,492.64 | 7,755.4 ₹8,68,604.8 | 7,400 ₹8,28,800 | 7,544.7 ₹8,45,006.4 |
| 1.01 | 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 | 86.69 | cum | 8,334 ₹7,22,432.79 | 8,026.09 ₹6,95,741.61 Lowest | 8,517.5 ₹7,38,339.49 | 8,100 ₹7,02,148.5 | 8,453.7 ₹7,32,808.98 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 7.23 | tonne | 80,000 ₹5,78,720 | 78,082.52 ₹5,64,848.95 Lowest | 82,863.5 ₹5,99,434.56 | 80,000 ₹5,78,720 | 79,992 ₹5,78,662.13 |
| 2.00APPENDIX B- DAR | ||||||||
| 2.00 | 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 | 140 | cum | 3,034 ₹4,24,760 Lowest | 3,084.7 ₹4,31,858 | 3,273.6 ₹4,58,304 | 3,100 ₹4,34,000 | 3,317.85 ₹4,64,499 |
Tender Value
₹41.9 L
EMD Value
₹50,000
Closing Date
3 Apr 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Office of the Executive Engineer Harbour Engineering Division Kozhikode Puthiyanirathu Elathur 673303
GENERAL UCR in Kozhikode District Improvements to Nellithodi Kuzhambattil Road in Ward no.9 of Perumanna Panchayath in Kunnamangalam LAC General Civil Work 2023 24
2025_HED_754867_1
HED/CEHED/TR/755/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
360 days
Perumanna
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
Office of the Executive Engineer Harbour Engineeri
22 Aug 2025
25 Mar 2025
5 Apr 2025
25 Mar 2025
3 Apr 2025
25 Mar 2025
25 Mar 2025 - 27 Mar 2025
25 Mar 2025
Amount
APPENDIX A - MORD
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
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
11.1.1.2:Excavation for Structures<br> 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.<br> I. Ordinary soil <br>(ii) 3 m to 6 m depth
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
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
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
APPENDIX B- DAR
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
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 : 8 graded stone aggregate 40 nominal size)
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
JAFER P (BID ID -2185682)
Abdul Hameed NK (BID ID -2185623)
M GIRISH (BID ID -2185914)
GREEN SHADE (BID ID -2185740)
Bidder Name
Abdul Hameed NK
JAFER P
M GIRISH
TECTONICS ENGINEERING PROJECTS
GREEN SHADE
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