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| 1 | Earth work in excavation in ordinary in all of foundation tranches including dressing of side and ramming of bottom lifts upto a 1.5m including getting out the excavation soil and disposal of surplus excavated soil as directed with in a lead of 50m . AR |
| 2 | Supply of Earth work , banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per ( A.R. ) For all kind of soil. Construction of embankment with approved material obtained from borrow pits with all lift and leads transporting to site spreading ,grading to required slope and compacting to meet requirement of table 300-2 up to 5 km Morth 2019/3.16/305 UPPWD SOR-2020DSR-16/16.1 only for where machine can not reach |
| 3 | Preparation and consolidation of sub grade withpower road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.50 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. DSR-16/16.1 |
| 4 | Cement concrete with 4cm Guage 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. UPPWD/SOR/281/P-17 |
| 5 | Providing and laying in position specified grade ofreinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20 mm nominal size)UP PWD SOR 2020 /DAR-18/5.1.2 |
| 6 | Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars.. UP PWD SOR 2020 /DAR-18/5.22.6 |
| 7 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm,mixed a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid approved fixed sideformwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needie, screed and plate vibrators and| finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. Including all taxes, material, T&P, Machinary. royalty, labour cess all taxes complete. Excluding GST as per E/l. |
| 8 | Dry brick on edge flooring in required pattern with bricks of class designation150 on a bed of earth including fillingcompressed with M-150Bricks(DAR/11.2/AR/YEIDA/BasedonUPPWD/SOR-2020) |
| 9 | M-150 brick work in 1:4 cement and Coarse sand of ( 2.20 fineness modulous) mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work . UPPWD/SOR/303+(305) |
| 10 | concrete with 2cm Guage Stone grit , Coarse Sand& Cement in the proportion of 4:2:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/279a/P-17 |
| 11 | 12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand) UP PWDSOR-2020/DAR-18/13.4.2 |
| 12 | Centering and shuttering including strutting, propping Suspended floors, roofs, landings, balconies andaccess platform.UP PWD SOR 2020/DAR-18/ 5.9.3 |
| 13 | Edges of Slabs and breaks in floors and walls.under 20 cms wide.DAR/5.9.16.1/Based on UPPWD/SOR-2020 |
| 14 | 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 Morth-401(3673.90+260) |
| 15 | Providing and laying 60mm thick I.S.I Mark factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of Corse sand, filling the joints with fine sand and etc. all complete as per the direction of engineer in charge . with conforming to IS-15658 and IRC:SP:63. (AR) Please Enable Macros to View BoQ information |
