Grama Panchayat has published Drainage Work In Maravanthuruth Gp Rcc Drainage Work With Cover Slab , Hume Pipe Work For Drainage Purpose Etc . . Submission Date for this Tender is 19-02-2021. Drainage Tenders in Maravanthuruth GP Kerala. Bidders can get complete Tender details and download the document.
| Work Name:Maravanthuruthu GP:-DRAINAGE CONSTRUCTION (Project No:S0058/21) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Drain construction | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001114 | 99.068 | cum |
| 3 | 1.002 | 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) | BI01010001010000000000000515BI0100001115 | 6.525 | cum |
| 4 | 1.003 | 19.35.1 : Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including\ncollars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2\n(1 cement : 2 fine sand) including testing of joints etc. complete.450 mm dia RCC pipes. | BI01010001010000000000000515BI0100001116 | 5 | metre |
| 5 | 1.004 | 19.35.2 : Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including\ncollars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2\n(1 cement : 2 fine sand) including testing of joints etc. complete.600 mm dia RCC pipes. | BI01010001010000000000000515BI0100001117 | 18 | metre |
| 6 | 1.005 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001118 | 132.24 | sqm |
| 7 | 1.006 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001119 | 67.26 | sqm |
| 8 | 1.007 | 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 | BI01010001010000000000000515BI0100001120 | 11.003 | cum |
| 9 | 1.008 | 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) | BI01010001010000000000000515BI0100001121 | 29.669 | cum |
| 10 | 1.009 | 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 | BI01010001010000000000000515BI0100001122 | 3282.97 | kilogram |
| 11 | 1.01 | 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 | BI01010001010000000000000515BI0100001123 | 9.6 | cum |
| 12 | 1.011 | 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 | BI01010001010000000000000515BI0100001124 | 8.7 | cum |
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