Uttar Pradesh Housing And Development Board Tender

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. clause 601 (MORT)

CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced plain cement concretepavement 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) (1:1.5:3) соarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed lin a concrete mixer of not less then 0.2 cumcapacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification. clause 1501.

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filiing 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 remova! and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches by Hydraulic excavator/manual means. For Building/Drain work only. (Ch. No.-4 PWD SI.No.-251)

Providing and laying cement concrete in 1:4:8 (1 Cement: 4 Fine sand: 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation and floors. Same as above 1:4:8 but in Coarse Sand

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-150 in foundation and plinth in: Cement mortar i:6 (1 cement: 6 coarse sand) (Ch. No.-6 SI.No.-5)

Providing and laying cement conerete in 1:2:4 (1 Cement: 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work All work'upto plinth level (Ch. No.-5 PWD SI.No.-279)

12 mm cement plaster on brick work with cement mortar of mix (upto 10 mtr height from Ground level) (II) 1:4 (1 cement : 4 Coarse sand) (Ch. No.-13 PWD SI.No.-584)

Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level: (a) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) (Ch. No.-5 SI.No.-6)

Steel reinforcement for R.C.C. Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D cr more. (Ch. No.-10 SI.No.-1)

Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer-InCharge within a distance of 60 meters (200 feet). (Ch. No.-17 S.No.-4)