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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 10 Sq.M on plan) including dressing of sides and ramming ob bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, withen a lead of 50m. Depth From 0.0 to 1.5 M below G.L. |
| 2 | 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 |
| 3 | M-150 brick work in 1:4 cement and coarse sand of ( 2.2 fineness modulous) mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work . |
| 4 | 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 |
| 5 | Earth work in rough excavation , banking excavaated 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 |
| 6 | Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of earth including filling compressed, with M-150 bricks. (DAR/11.2/AR/YEIDA/Based on UPPWD/SOR-2020) |
| 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 | 12 mm cement plaster finished of mix:1:6 (1 cement: 6 coarse sand) UP PWD SOR 2020/DAR-18/13.4.2 |
| 9 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.UP PWD SOR/2020/DAR-18/10.25.2 Please Enable Macros to View BoQ information |
