Tender For General-Side Protection Works-Urgent Side Protection Works To The Eroded Right Bank Of Thevelakkattu River Near Vadayar Bridge Along The Side Of Vadayar Vaikaprayar Road In Udayanapuram Panchayath-General Civil Work
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Project Description
Tender for General-Side Protection Works-Urgent Side Protection Works To The Eroded Right Bank Of Thevelakkattu River Near Vadayar Bridge Along The Side Of Vadayar Vaikaprayar Road In Udayanapuram Panchayath-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Side Protection work |
| 2 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 3 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. |
| 4 | 60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. |
| 5 | 60.64.2:Coconut Pile - Supplying and stacking well matured 1/2 split and straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. |
| 6 | 60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. |
| 7 | 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 |
| 8 | OD13494/2024-2025:Driving down coconut pile to lines and levels through sandy soil strata including all hirecharges and labour and all other appliances necessary for pile driving down after pointingthe bottom end. Details for one post of 6m long 5 numbers per day 6X5=30m Details for30mlength. |
| 9 | OD12738/2023-2024:Conveying stacked half split wailing pieces for tying in position with coir yarn already driven full size coconut post etc. complete |
| 10 | OD9798/2026-2027:Conveyance and dumping of departmental granite stone -Conveyance ofdepartmental granite stone 20 to 45 dm3insizefrom stackat site and dumping in position to lines and levels (60% 45m3,30% 30to 40dm3and 10% 20 to 30 dm3 stones)within 5km including loading and Unloading ,Placing tipper at loading point ,oadingwithhydraulic excavator,dumping,turning for returntrip,excluding time for haulage and return tripas per approved design including all leads and lifts complete as per the direction of departmental officers at site |
| 11 | 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. |
| 12 | 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 |
| 13 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site |
| 14 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources) |
| 15 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 16 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 17 | 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 |
| 18 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. Please Enable Macros to View BoQ information |
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