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| 1 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item - A0 and disposal of excavated earth as obtained to a distance upto 50M including all lifts levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. |
| 2 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.(By Mix in Place Method) With Grading -l Material |
| 3 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.(By Mix in Place Method) With Grading -lI Material |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal |
| 5 | Centering and shuttering including strutting proping etc and removal of form for foundation , footing ,base of column etc , for mass concrete … do .. As per E/I |
| 6 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I (Mode meassurment compacted volume) |
| 7 | Providing separation membrane of impermeable plastic sheeting 125 micron thick |
| 8 | Providing and laying clean sand in filling in foundation trenches including ramming as well as royalty etc as per specification and direction of E/I |
| 9 | Supplying and laying (Property as per design and drawing) rip rap with good quality of boulders duly packed including the cost of materials, royalty all taxes |
| 10 | Providing and laying P.C.C. or R.C.C. M150 with Nominal mix of (1:2:4) in foundation of various components of canal or embankment structure with approved quality of 20mm graded coarse aggregate |
| 11 | Providing rough dressed random rubble stone masonary in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M.(2.5to3) washed and screened |
| 12 | Providing rough dressed random rubble stone masonary in cement mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M.(2.5to3) washed and screened with raking out joints curing |
| 13 | Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M.(2.5to3) washed and screened including curing, scafolding wherever required and its removal, royalty and all |
| 14 | Labour for laying, fitting and fixing 900mm dia NP2 hume pipe with collars in line, level and grade, as well as providing approved jointing material and joints properly filled to make them water proof, all complete, as per specification and direction of E/I |
| 15 | Supplying 900mm dia NP2 R.C.C. Hume Pipe with collar as per I.S. 458-1971 |
| 16 | Earthwork in filling foundation trenches or back filling of masonary structures |
| 17 | Carriage of materials. Cement |
| 18 | S/Chips |
| 19 | S/Metal |
| 20 | Boulder |
| 21 | 900mm NP2 Hume Pipe |
| 22 | G.S.T @ 18% |
| 23 | Labour Cess 1% Please Enable Macros to View BoQ information |
