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| 1 | Excavation in foundation in ordinary soil. Upto 1.50 M lift and 30 M lead as per ISOR IV SNO 1 . |
| 2 | Providing and laying P.C.C. (1:4:8) with cement, 40 mm stone ballast and coarse sand including supply of all material, labour and T&P etc. required for proper comletion of the work. In foundation and floors as per Analysis Irri SOR. |
| 3 | Providing and laying C.C. (1:3:6) with cement, 10-20 mm stone aggrigate and coarse sand including supply of all material, labour and T&P etc. required for proper comletion of the work. In foundation and floors as per Analysis Irri SOR.. |
| 4 | Brick work with common brunt clay F.P.s. (non mudular) bricks of designation,100 in foundation and plinth in cement mortar (1:4) as per Analysis Irri SOR.. |
| 5 | Providing and laying C.C. (1:2:4) cement, 10-20mm stone gritt and coarse sand including supply of all material, labour and T&P etc. required for proper comletion of the work. In foundation and floors as per Analysis Irri SOR. |
| 6 | 12 mm thick cement Plaster on brick work with cement mortar of mix (upto 10 meter height from GL in (1:4) as per Analysis Irri SOR. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for : Suspended floors, roofs, landings, balconies and access platform AS per analysis |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). as Analysis IRRI SOR . |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.as Analysis IRRI SOR |
| 10 | Providing and fixing110mm PVC pipe confirming to IS make working pressure 6 kgf/cm2 P.V.C.including testing labour T&P and all complete fitting OLD pwd sor Cheapter 23 SI NO 32 (v). |
| 11 | Providing and fixing110mm PVC pipe confirming to IS make working pressure 6 kgf/cm2 P.V.C.including testing labour T&P and all complete fitting OLD pwd sor Cheapter 23 SI NO 32 (v). |
| 12 | 110mm dia P.V.C. bend as old pwd SORCH1 26(22a). |
| 13 | 110 mm dia PVC Tee as old pwd SORCH1 26(26a) |
| 14 | 110 mm dia Iron clip |
| 15 | Fastner |
| 16 | Solvent cement as MID Rates |
| 17 | supply and filling of 40 mm size stone ballast as per Analysis of rate |
| 18 | supply and filling of 10-20 mm size stone grit as per Analysis of rate |
| 19 | supply and filling of coarse sand as PWD SOR |
| 20 | 110 mm dia P.V.C. pipe complet boring work of 30 m depth in Recharge pit |
| 21 | Nylone mess as per Markeet rate |
| 22 | Fitting of PVC pipe and all plumbing work by Plumber and a Helper (570+425=995) |
| 23 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. DSR 2.36 |
| 24 | Wall wrinting and wall painting |
| 25 | Complete gate valve for first rain water flush drain out Please Enable Macros to View BoQ information |
