Construction of CC road from Ward No. 34 Kotla Road Tapa Khurd intersection to Raipura Road Government Tubewell.

Earth work in filling in ordinary soil excavation to be in the form regular pits note excluding 0.5M in depth and earth work embankment to be in 20 Cm layers including ramming and dressing the surface to required slows and also including 1.5M, lift and 30 M lead in all complete. site up to 10 km distance.(As per Analysis of Rate)

Grandular Sub-base with well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers wth motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheelo roller to achieve the desired density. complete as per technical spercification clause-401 (As per Analysis).

Providing and laying cement concrete in 1:4:8 Providing and laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and curing complete. including cost of form work in Foundation and floors. (PWD SOR 2025-26 Chapter No-05 Item No. 3 Spec. No.4.1).

RCC work Providing and laying in position specified grade of reinforced cement concrete in Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (PWD SOR 2025-26, Chepter-5, Item No.9 Spec. no. 5.1).

R.C.C work in Wall (any thickness) including attached plasters, buttresses, plinth and string courses, fillers, columns, pillars, abutments, post and struts etc. including the cost of centering, shuttering, finishing and excluding reinforcement All work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) upto plinth level (PWD SOR 2025-26, Chepter-5, Item No.9 Spec. no. 5.2)

CEMENT CONCRETE PAVEMENT(C.C ROAD) 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 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side fromwork .......................... 1501 (approved Quarri grit) (PWD SOR 2025-26, Chepter-12, SI N0-11).

RCC Work Providing and laying inposition specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement All work upto plinth level :1:1.5:3 (1cement :1.5 coarse sand: 3graded stone aggregate 20mm nominal size) (PWDSOR 2025-26 Chapter No-05 Item No.8 Spec. No. 5.1).

Supply & Laying precast concrete blocks (Interlocking Tiles) for paving of thickness 100mm (Compresive strength not less then 30 mpa) Including 25 mm theick local sand Base leveling and dressing of surface to requred level and slope] filling Jointsa With local sand all complete work as speciefied in IS 15658:2006. (PWD SOR 2025-26 Chapter No-12 SI No. 10 New Item)

Supply & Laying precast concrete blocks (Interlocking Tiles) for paving of thickness Grey 100mm (Compresive strength not less then 30 mpa) Including 25 mm theick local sand Base leveling and dressing of surface to requred level and slope] filling Jointsa With local sand all complete work as speciefied in IS 15658:2006. (PWD SOR 2025-26 Chapter No-12 SI No. 10 New Item)

P/L of hot applied thermoplastic compund 2.5 mm thick including trorising glass beeds @ 250 gm per sam area. Thickess of 2.5 mm in exclusive of surface applied glass beeds etc. …………Including cost of all material, labour, T&P etc. require for proper completion of work as direction by E/I. (PWD SOR 2025-26, Chepter-14, SI No. 02 Morth-803 (8.13).