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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹63.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹65.1 L+₹1.4 L (2.20%)Admitted-Fee/PreQual/Technical/Finance | ₹65.1 L+₹1.4 L (2.20%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹66.5 L+₹2.9 L (4.50%)Admitted-Fee/PreQual/Technical/Finance | ₹66.5 L+₹2.9 L (4.50%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹72.9 L+₹9.3 L (14.6%)Admitted-Fee/PreQual/Technical/Finance | ₹72.9 L+₹9.3 L (14.6%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹73.7 L+₹10.0 L (15.7%)Admitted-Fee/PreQual/Technical/Finance ARUVEETTIL HOUSE KARUVAMBRAM PO ACHIPILAKKAL MANJERI 3 MALAPPURAM 676123 | MANJERI | MALAPPURAM | KERALA | 676123 | ₹73.7 L+₹10.0 L (15.7%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KENZA Engineering Constructions L2 | B.M. Mohammed Kunhi L4 | Muhayuddeen koya M L7 | KABEER P M L9 | Favas Aruveettil L5 | Shajahan T L3 | Secretary,Feroke Co-operative Labour Contract Society Ltd.No.D2855 L6 | SM CONSTRUCTIONS L8 | MD SHAVEZ L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00APPENDIX - A | ||||||||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 300 | cum | 195 ₹58,500 | 224.56 ₹67,368 | 297 ₹89,100 | 300 ₹90,000 | 345 ₹1,03,500 | 205.2 ₹61,560 | 250 ₹75,000 | 165 ₹49,500 | 150 ₹45,000 Lowest |
| 1.00 | OD8989/2024-2025:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost conveyance labor charges etc complete. | 378 | metre | 110 ₹41,580 Lowest | 134.69 ₹50,912.82 | 300 ₹1,13,400 | 180 ₹68,040 | 450 ₹1,70,100 | 124.28 ₹46,977.84 | 136 ₹51,408 | 850 ₹3,21,300 | 150 ₹56,700 |
| 1.00 | OD9001/2024-2025: 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 Details for 90m length | 378 | metre | 190 ₹71,820 | 213.85 ₹80,835.3 | 650 ₹2,45,700 | 280 ₹1,05,840 | 310 ₹1,17,180 | 197.32 ₹74,586.96 | 218 ₹82,404 | 1,050 ₹3,96,900 | 150 ₹56,700 Lowest |
| 1.00 | 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 | 108 | each | 150 ₹16,200 | 198.76 ₹21,466.08 | 100 ₹10,800 Lowest | 100 ₹10,800 Lowest | 148 ₹15,984 | 183.39 ₹19,806.12 | 196 ₹21,168 | 202.5 ₹21,870 | 100 ₹10,800 Lowest |
| 1.00 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 212.4 | sqm | 120 ₹25,488 Lowest | 145.26 ₹30,853.22 | 150 ₹31,860 | 159.19 ₹33,811.96 | 131 ₹27,824.4 | 134 ₹28,461.6 | 160 ₹33,984 | 150 ₹31,860 | 200 ₹42,480 |
| 1.01 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | 191.28 | sqm | 120 ₹22,953.6 Lowest | 159.12 ₹30,436.47 | 175 ₹33,474 | 174.38 ₹33,355.41 | 143 ₹27,353.04 | 146.82 ₹28,083.73 | 200 ₹38,256 | 163.2 ₹31,216.9 | 200 ₹38,256 |
| 1.01 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 150 | hour | 260 ₹39,000 | 301.19 ₹45,178.5 | 450 ₹67,500 | 500 ₹75,000 | 887 ₹1,33,050 | 259 ₹38,850 Lowest | 300 ₹45,000 | 307.5 ₹46,125 | 400 ₹60,000 |
| 1.01 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 32.69 | cum | 2,750 ₹89,892 | 2,586.42 ₹84,544.9 | 2,900 ₹94,795.2 | 2,600 ₹84,988.8 | 5,650 ₹1,84,687.2 | 2,380 ₹77,797.44 Lowest | 3,700 ₹1,20,945.6 | 2,652 ₹86,688.58 | 2,500 ₹81,720 |
| 1.01 | 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 | 6,300 ₹2,83,474.8 | 6,914.9 ₹3,11,142.84 | 7,500 ₹3,37,470 | 8,000 ₹3,59,968 | 7,455 ₹3,35,445.18 | 6,200 ₹2,78,975.2 Lowest | 6,900 ₹3,10,472.4 | 7,092 ₹3,19,111.63 | 7,000 ₹3,14,972 |
Tender Value
₹76.9 L
EMD Value
₹50,000
Closing Date
6 Jul 2026, 6:00 pmClosed
Reshma
Executive Engineer Harbour Engineering Division Kozhikode Puthiyanirathu P.O. Elathur Kozhikode District Pin-673303
Construction of a parking shed for mobile cranes at Beypore Port. including provision for a working pit and ramps on both sides. Work includes with truss work using built upsteel sections and corrugated GS roofing sheets The structural system compr
2026_HED_857299_2
HED/CEHED/TR/212/2023_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
365 days
Beypore Port
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
8 Jul 2026
23 Jun 2026
8 Jul 2026
23 Jun 2026
6 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX - A | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.002 | OD8989/2024-2025:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost conveyance labor charges etc complete. | - | metre | - | - |
| 1.003 | OD9001/2024-2025: 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 Details for 90m length | - | metre | - | - |
| 1.004 | 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 | - | each | - | - |
| 1.005 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | - | sqm | - | - |
| 1.006 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m | - | sqm | - | - |
| 1.007 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | - | hour | - | - |
| 1.008 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | - | cum | - | - |
| 1.009 | 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 | - | - |
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