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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.6 LAccepted-AOC | ₹24.6 L | 1 | Accepted-AOC Agmt executed |
| 2 | 2₹29.6 LRejected-Finance | ₹29.6 L | 2 | Rejected-Finance second lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical TIRURANGADI VALLIKKUNNU NORTH TIRURANGADI | MALAPPURAM | KERALA | 670612 | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | MMmamukoyaco L5 | Ratheesh kumar L2 | KABEER P M L4 | ASCENT STRUCTURAL SOLUTIONS LLP L3 | JAYARAJAN K L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00APPENDIX A - MORD | ||||||||
| 1.00 | 2.3.A.2:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A.Lead upto 100 m (ii) Girth above 600 mm to 900 mm | 5 | each | 1,023.79 ₹5,118.95 | 940 ₹4,700 | 5,000 ₹25,000 | 959 ₹4,795 | 1,000 ₹5,000 |
| 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 | 70 | cum | 865.09 ₹60,556.30 | 790 ₹55,300 | 830 ₹58,100 | 810 ₹56,700 | 67 ₹4,690 |
| 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 | 85 | cum | 9,200 ₹7.8 L | 8,354 ₹7.1 L | 9,301 ₹7.9 L | 8,509 ₹7.2 L | 7,000 ₹6.0 L |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3 | tonne | 92,253.53 ₹2.8 L | 84,000 ₹2.5 L | 94,485 ₹2.8 L | 86,441 ₹2.6 L | 75,000 ₹2.3 L |
| 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) | 131 | cum | 9,000 ₹11.8 L | 8,039 ₹10.5 L | 8,168.49 ₹10.7 L | 8,188 ₹10.7 L | 6,500 ₹8.5 L |
| 2.00APPENDIX B - DAR | ||||||||
| 2.00 | 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) | 103 | cum | 7,300 ₹7.5 L | 6,700 ₹6.9 L | 7,462 ₹7.7 L | 6,827 ₹7.0 L | 6,000 ₹6.2 L |
| 2.00 | OD3392/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, levelling the top at site and consolidation by ramming, etc complete for improving the
CBR value of subgrade | 200 | cum | 1,500 ₹3 L | 954 ₹1.9 L | 939.61 ₹1.9 L | 972 ₹1.9 L | 800 ₹1.6 L |
Tender Value
₹32.2 L
EMD Value
₹50,000
Closing Date
16 Jan 2026, 6:00 pmClosed
RESHMA P
Office of the Executive Engineer Harbour Engineering Division Kozhikode Puthiyanirathu Elathur 673303 Pin-673303
The construction of new road between CH 220 m incorporated where RCC Road surfacing with PCC foundation and Quarry muck filling is proposed throughout the length of road. As the road from CH 0 to 70 m is a low lying area and to avoid water
2026_HED_826798_1
HED/CEHED/TR/1239/2023_5_1_1/1
Open Tender
Civil Works - Roads
Beypore LAC
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
25 Feb 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
16 Jan 2026
9 Jan 2026
APPENDIX A - MORD
2.3.A.2:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A.Lead upto 100 m (ii) Girth above 600 mm to 900 mm
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
11.4.4: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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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)
APPENDIX B - DAR
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)
OD3392/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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