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| 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | All kinds of soil |
| 3 | Providing and laying in position cement concrete of specified grade |
| 4 | excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 8 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | 12 mm cement plaster of mix : |
| 10 | 1:4 (1 cement: 4 fine sand) |
| 11 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut forpartitions, facias and similarlocations of required size, approved shade, colour and texture inserted in brick wall complete to the entire satisfaction of Enginner Incharge at all levels. |
| 12 | Granite stone slab all colour andtexture except black, Cherry/ Ruby red |
| 13 | Area of slab over 0.50 sqm |
| 14 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 15 | All kinds of soil |
| 16 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 17 | Providing and fixing on wall facePVC rain water pipes of approved make having 6 Kg/Cm2 pressureandjointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 18 | 160 mm diameter |
| 19 | Providing and layingPVC pipes of approved make having 6 Kg/Cm2 pressure andjointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 20 | 250 mm diameter |
| 21 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : |
| 22 | 250mm diameter S.W. pipe |
| 23 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. |
| 24 | Using M.S. angels 40x40x6 mm for diagonal braces |
| 25 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 26 | Two or more coats on new work |
| 27 | Add Difference of Water Charges @0.50% & GST @6.33%)=6.83% |
