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| 1 | Excavation in foundation in ordinary soil (loam,clay or sand )including lift upto 1.50m and lead up to 30 m & including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineers in change upto a distance of 30m from the foundation trenches (4.1.1) |
| 2 | Cement concrete with 4cmgauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, Labour, Tools&plants etc required for proper completion of the work. |
| 3 | Earth work in rough excavation, banking, earth in layers not exceeding 20cm in depth clods watering rolling each layers with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layers with power roller of minimum 8 tonnes and dressing up in embankment for roads flood bank marginal bank and guide bank or filling up ground depression as per MORTH. All kinds of soils (only for where mechanical can\"t be reach/ move) (based on SOR) |
| 4 | Providing and laying 60 mm thick factory made cement concreteinterlockingpaver block(ISI Marked) made by block making machine withstrong vibratory compaction of approved size design, shape, laid inrequired color and pattern over and including average50 mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per direction of Engineer-in - charge with conforming (UP PWD SOR 2020) (New SOR Based DSR 16.68) |
| 5 | B/W with bricks of class 150 in foundation & plinth in CM 1:6(Based on UP PWD SOR 2020) |
| 6 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Based on SOR UP PWD 2020) |
| 7 | Cement concrete with 4cm based approved stone ballast coarse sand and cement in the proportion of 4:2:1 including supply of all material labour tools and plants etc required for all completion of work (item code 5.06) |
| 8 | Dry brick on edge flooring in required pattern with bricks of class designation 75 on bed of 12mm mortar including filling joints with Jamuna sand (with F.P.S bricks) complete. |
| 9 | 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)BASED on UP PWD SOR 2020 |
| 10 | Providing & Fixing on wall face unplasticied rigid PVC rain water pipe confgroming ti IS:13592 type A Including joint with seal 110 mm dia |
| 11 | Excavation in foundation in ordinary soil (loam,clay or sand )including lift upto 1.50m and lead up to 30 m & including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineers in change upto a distance of 30m from the foundation trenches (4.1.1) |
| 12 | Supply & Laying of ISI mark RCC NP-2 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings. Of 600 mm dia |
| 13 | Providing and laying in position cement concrete 1:4:8 (1 cement : 4 corse sand : 8 aggregate 40mm nominal size) in consrete cradel under NP-2 pipe of 600 mm dia including centring shuttr=ering but excluding excavation as per approvad |
| 14 | Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.l. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design: |
