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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of atoms. lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m all kind of soil. (DAR-18/2.8.1/AR/YEIDA/Based on UPPWD/SOR-2020) |
| 2 | Cement concrete with 4cm gauge approved stone ballast coarse sand and cement in the proportion of 8:4:1 including supply of all material labour tools and plants etc required for all complation of work. UPPWD/SOR/281/P-17 |
| 3 | Dry brick on edge flooring in required pattern with bricks of class designation 150 on bed including filling joints with local sand (with F.P.S bricks) complete. UPPWDSOR/DAR-18/11.2) |
| 4 | 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) |
| 5 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block(ISI Marked) made by block making machine with strong vibratory compaction of approved size design, shape, laid in required color and pattern over and including average 50 mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per direction of Engineer -in - charge with conforming with conforming to IS-15658 and IRC:SP:63. (UPPWD SOR 2020) (New SOR Based DAR 16.68) |
| 6 | M-150 brick work in 1:4 cement & corse sand 1.25 F.M. mortar in foundation and plinth including supply of all materials labour completion of the work Same as Item no. 305 but in 1:4 on cement and four course sand of 2.20 FM mortar UPPWD2020/303+ 305a |
| 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. UPPWD2020/279a/P-17 |
| 8 | 12mm Cement Plaster of mix: 1:6 (1 Cement : 6 Coarse Sand) UPPWDSOR/DAR-18/13.4.2) |
| 9 | Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 3 pipe of following diameter including centring shuttering but excluding excavation as per approved.250 mm dia AR/YEIDA. |
| 10 | Providing and carting of following dia Rcc hume pipe s&s NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe.250mm Np3 pipe UPPWDSOR/DAR-18/19.6.3) |
| 11 | Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 3 pipe of following diameter including centring shuttering but excluding excavation as per approved. AR/YEIDA |
| 12 | Providing and carting of following dia Rcc hume pipe s&s NP-3 class & specials in site of work lowering the same into trenches in depth upto alignment jointing with 1:2 cement mortar in coarse sand including excation of earth below invert level of pipe. 150MM Dia Pipe UPPWDSOR/DAR-18/19.6.2) |
| 13 | Constructing brick masonary circular type manhole 0.75m internal dia at bottom and 0.56m dia at top with 100 class designation FPS bricks in cement mortar 1:4 (1 cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 0.75m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete. UPPWDSOR/DAR-18/19.9.1.1) |
| 14 | Providing, laying and jointing & testing of SI marked PVC pipe (Finolex, Kissan, Supreme or equivalent make- ring fit as per IS: 4985: 2000) of following dia 6kg/Sqcm. including all specials & fitting etc. as required for proper completion of work. (The contractor has to arrange the source of water and require head for testing). 90 mm dia. AR/YEIDA. |
| 15 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. UPPWDSOR/DAR-18/18.9.1) |
| 16 | Providing and fixing PPR Unions. PPR Union 20mm. UPPWDSOR/DAR-18/18.6A.1) |
| 17 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore. UPPWDSOR/DAR-18/18.20) Please Enable Macros to View BoQ information |
