Construction of C.C road and Interlocking Tiles work in Village-Khwajpur yea (Including Construction of Drain) wc-06

Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete UPPWD/SOR/251a/P-14

Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281)

M-150 brick work in 1:4 cement & corse sand 1.5 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

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

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.

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)

Grangular Sub-BASE with Coarse Graded Material(400-1) A.Plant Mix Method. construction of grnular sub- base by providing close graded material ,mixing in mechanical mix plant at OMC Carriage of mixed material to work at site spreading uniform layers with motor grader on prepared sursace and compacting with vibrator rollar to achieve the desired density,complete as per clause 401 for grade-I MATERIAL

Providing & laying 80mm thick I.S.I mark factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction of approved size , degine , shape , laid in required color and pattern over and including average 50mm thick compacted bed local sand and filling the joints with Coarse sand all complete as per direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63

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 side formwork (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.

12 mm cement plaster finished with a floating coat of neat cement of mix:1:6 (1 cement: 6 coarse sand)UP PWD SOR 2020/DAR-18/13.4.2