Noolpuzha Gp 2019-20 Project No-334 Kappistore Erlott Vayal Road Concrete And Side Protection . Rs . 9 , 00 , 000/- Noolpuzha Gp 2019-20 Project No-334 Kappistore Erlott Vayal Road Concrete And Side Protection . Rs . 9 , 00 , 000/-
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Project Description
Noolpuzha Gp 2019-20 Project No-334 Kappistore Erlott Vayal Road Concrete And Side Protection . Rs . 9 , 00 , 000/- Noolpuzha Gp 2019-20 Project No-334 Kappistore Erlott Vayal Road Concrete And Side Protection . Rs . 9 , 00 , 000/-
BOQ
| Work Name:Noolpuzha GP: 2019-20: Project No-334: Kappistore Erlott vayal road concrete and side protection. Rs. 9,00,000/- | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | FORMATION-Ch.@ 0/179 km to 0/280 km | 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 | 42.42 | cum |
| 3 | 1.002 | 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 | BI01010001010000000000000515BI0100001115 | 142.411 | cum |
| 4 | 1.003 | 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) | BI01010001010000000000000515BI0100001116 | 7.575 | cum |
| 5 | 1.004 | od267296/2019_2020 : Centering and shuttering including strutting, etc. and removal of form for:<br>Edges of slabs of top belt,footpath,covering slab etc. | BI01010001010000000000000515BI0100001117 | 404 | metre |
| 6 | 1.005 | 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. | BI01010001010000000000000515BI0100001118 | 325.22 | cum |
| 7 | 2 | CONCRETE WORKS Chainage at 0/00Km to 0/050 Km | BI01010001010000000000000515BI0100001119 | ||
| 8 | 2.001 | 2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | BI01010001010000000000000515BI0100001120 | 233.75 | sqm |
| 9 | 2.002 | 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) | BI01010001010000000000000515BI0100001121 | 23.375 | cum |
| 10 | 2.003 | 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 : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001122 | 17.532 | cum |
| 11 | 2.004 | od263130/2019_2020 : Providing and Fixing of Name board | BI01010001010000000000000515BI0100001123 | 1 | each |
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