Construction Of Drainage Culvert And Tractor Road Near West Motorthara In Perumanikkari Vadakke Thollayiram Padasekharam In Champakulam Panchayath Ring Bund Demolishing Rcc , Dismantiling Dr , Bailing Out , Coconut Piling , Supplying And Filling Sand
Tender Overview
Project Description
Construction Of Drainage Culvert And Tractor Road Near West Motorthara In Perumanikkari Vadakke Thollayiram Padasekharam In Champakulam Panchayath Ring Bund Demolishing Rcc , Dismantiling Dr , Bailing Out , Coconut Piling , Supplying And Filling Sand , Dr , Cc , Rcc , Centering And Shuttering , Rr Etc
BOQ
| Work Name:Construction of drainage culvert and Tractor road near west motorthara in Perumanikkari Vadakke Thollayiram padasekharam in Champakulam panchayath. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | APPENDIX A :Box culvert | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | od31381/2020_2021/KP : Putting out ring bund to a top width of 1.5m and average height of 2m with 1/4:1 side slope and protect the sides with 1/2 split coconut spot of 3.5m long, driving down 1.5m below bed level at 60cm c/c. providing 2 rows of wailing pieces with 1/4 split cocnut posts on both side and 1/4 split cross ties to alternate post and screening the sides of bund with polythene sheets fixed properly using coconut post and wailing pieces using reeper and nails in full height including tying properly using iron wire and and coir altogether and supply brush wood bundle 10 kg each and filling inside with hard clay/cut earth upto 2m , and and conveyed with all leads and lifts including consolidating properly and maintaining the bund till the work is completed and removing the same after completion of the work | BI01010001010000000000000515BI0100001114 | 20 | metre |
| 3 | 1.02 | 15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | BI01010001010000000000000515BI0100001115 | 2.7 | cum |
| 4 | 1.03 | 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. | BI01010001010000000000000515BI0100001116 | 4.95 | cum |
| 5 | 1.04 | 60.2.3 : 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 | BI01010001010000000000000515BI0100001117 | 60 | hour |
| 6 | 1.05 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001118 | 32.24 | cum |
| 7 | 1.06 | 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. | BI01010001010000000000000515BI0100001119 | 132 | metre |
| 8 | 1.07 | 60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end | BI01010001010000000000000515BI0100001120 | 105 | metre |
| 9 | 1.08 | 2.27 : Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. | BI01010001010000000000000515BI0100001121 | 3.457 | cum |
| 10 | 1.09 | 60.7.4 : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001122 | 3.457 | cum |
| 11 | 1.1 | 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) | BI01010001010000000000000515BI0100001123 | 2.45 | cum |
| 12 | 1.11 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001124 | 10.445 | cum |
| 13 | 1.12 | 4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | BI01010001010000000000000515BI0100001125 | 51.19 | sqm |
| 14 | 1.13 | 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 | BI01010001010000000000000515BI0100001126 | 1253.4 | kilogram |
| 15 | 1.14 | 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 | BI01010001010000000000000515BI0100001127 | 3.96 | cum |
| 16 | 1.15 | 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 | BI01010001010000000000000515BI0100001128 | 70.77 | cum |
| 17 | 1.16 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001129 | 11.712 | cum |
| 18 | 1.17 | 4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001130 | 2.019 | cum |
| 19 | 1.18 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001131 | 8.086 | sqm |
| 20 | 1.19 | 51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001132 | 106.575 | cum |
| 21 | 2 | APPENDIX B:Tractor road | BI01010001010000000000000515BI0100001133 | ||
| 22 | 2.01 | od31521/2020_2021/KP : Construction of embankment with approved material obtained from borrow pits with all leads and lifts transporting to site spreding grading to required slope and compacting to meet requirement of table 300-2 | BI01010001010000000000000515BI0100001134 | 365.625 | cum |
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