|
| 1 | PARAKUZHY |
| 2 | OD457288/2025-2026:Putting up earthern bund having a top width of 1.00m,bottom width of 2.00m andheight 2.50m using 1/2 split coconut post 4 rows;driving down 60cm centre to centre and 1.50m below GLtying with coir yarn and 1/2 split coconut horizontal piece 4 rows on both sides,cross ties 1.00m apart andstruts on both sides at 2.00m apart and screening with 1/3 split arrecanut reepers 30 cm square mesh andwith double new coconut cadjan and all tying properly with GI fencing wire and filling inside with stiff clay ofapproved quality as water proof layer etc.complete |
| 3 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 4 | OD457287/2025-2026:Bailaing out water using pump above 5HP bailing out water with engine and pump set above5HP and up tk 10HP including conveyance to site and erection cost of fuel lubrication and stores pay to staff etc complete |
| 5 | OD457289/2025-2026: 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. (modified item 60.64.1) |
| 6 | OD457290/2025-2026: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 |
| 7 | OD457292/2025-2026:DR packing for foundations DR packing for foundns and aprons ect completing as labour and materials |
| 8 | 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) |
| 9 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | 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 |
| 12 | 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 Please Enable Macros to View BoQ information |
