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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹37.2 LAccepted-AOC | ₹37.2 L | 1 | Accepted-AOC Agreement executed |
| 2 | 2₹38.3 LRejected-Finance LID EW SECTION AREEKODE | KANNUR | KERALA | 670002 | ₹38.3 L | 2 | Rejected-Finance LOA issued |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Muhayuddeen koya M L4 | M.K. ABDUL HAMEED L2 | karunb L3 | Lumiere Associates L1 |
|---|---|---|---|---|---|---|---|
| 1.00APPENDIX -A-Road work | |||||||
| 1.00 | 2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle | 0.04 | Hectare | 1,75,000 ₹7,700 | 1,62,443.63 ₹7,147.52 | 1,53,112.9 ₹6,736.97 | 1,70,000 ₹7,480 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 | 290 | cum | 55 ₹15,950 | 50.21 ₹14,560.90 | 47.3 ₹13,717 | 150 ₹43,500 |
| 1.00 | OD5723/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by smooth wheeled roller complete for improving the CBR value of subgrade (as per approved OD inter departmental committee held on 30.03.2023) | 170 | cum | 1,165 ₹2.0 L | 980 ₹1.7 L | 1,019.4 ₹1.7 L | 950 ₹1.6 L |
| 1.00 | 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 | 110.4 | cum | 10,350 ₹11.4 L | 8,675 ₹9.6 L | 9,053.6 ₹10.0 L | 8,000 ₹8.8 L |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3.7 | tonne | 99,000 ₹3.7 L | 92,253.53 ₹3.4 L | 86,954.5 ₹3.2 L | 80,000 ₹3.0 L |
| 2.00APPENDIX -B- DAR items | |||||||
| 2.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 134 | cum | 721 ₹96,614 | 605 ₹81,070 | 631.5 ₹84,621 | 700 ₹93,800 |
| 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 | 455 | cum | 3,953 ₹18.0 L | 3,315 ₹15.1 L | 3,457.4 ₹15.7 L | 3,200 ₹14.6 L |
| 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) | 45 | cum | 7,852 ₹3.5 L | 6,580 ₹3.0 L | 6,868 ₹3.1 L | 6,500 ₹2.9 L |
Tender Value
₹41.5 L
EMD Value
₹50,000
Closing Date
13 Jan 2026, 6:00 pmClosed
Reshma
Office of the Executive Engineer Harbour Engineering Division Kozhikode Puthiyanirathu Elathur 673303 Pin-673303
Earth filling, Quarry muck filling, and RCC M20 concrete 15cm thick etc are proposed for the full length of the road. 4m height Side protection walls with Dry rubble masonry and R C C bottom, intermediate and top belt are proposed. Coconut
2026_HED_825355_1
HED/CEHED/TR/654/2025_5_1_1/1
Open Tender
Civil Works - Roads
Kunnamangalam Grama Panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
18 Mar 2026
3 Jan 2026
15 Jan 2026
3 Jan 2026
13 Jan 2026
3 Jan 2026
APPENDIX -A-Road work
2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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
OD5723/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by smooth wheeled roller complete for improving the CBR value of subgrade (as per approved OD inter departmental committee held on 30.03.2023)
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
APPENDIX -B- DAR items
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
OD5722/2025-2026:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
OD3271/2025-2026:Coconut Pile - Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6X15 = 90m.
OD3272/2025-2026:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost conveyance labour charges etc complete.
60.64.6:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m
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