Streng. of 12 mtr. Wide, 15 mtr. Road and Drain Sec. 4A at A.V.P. Y-1 Kasganj and 9 mtr. Road in parallal to Railway Line at A.V.P. Y-1 Kasganj and 9.00 mtr. Wide Road and Drain Sector 4A at A.V.P. Y-1 Kasganj

Supply and fixing of 30 Mpa grade 80mm thick rubber molded coloured inter locking tiles | Shaped including 25mm thick local sand base leveling and dressing of surface to required level and slope filling joints with local sand as per detailed specification of C.E. etc complete as per direction of E/L (SOR 2022-23)

Supply and fixing of 30 Mpa grade 80mm thick rubber molded gray inter locking tiles | Shaped including 25mm thick local sand base leveling and dressing of surface to required level and slope filling joints with local sand as per detailed specification of C.E. etc complete as per direction of E/L (SOR 2022-23)

Construction of granular sub-base using crusher run, spreading in uniform layers with motor graader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to acheve the desired density, complete as per clausse 401

Providing & laying spreading and compacting compacting stone stone ag aggregates 22.4-53 mm of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonres in stages to proper grade and camber, applying and brooming crushable type screening materials (stone dust) to fill up the interstices of coarse aggregate, watering and compacting to the required density as per detailed specification of CE. etc complete as per direction of E/I. (MORT & H Iten No. 404) SOR 2022-23

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.

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 (Ch. No.-5 PWD SI.No.-275A)

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)

Disposal of surplus excavated earth rubbish, Malba etc. by mechenical transport complete as per direction of E/I up to any lead and lift. (Ch. No.-4 SI.No.-10)

Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. (Ch. No.-4 PWD SI.No.-259)