In Ward No. 53, Moh. Musallamabad, from Haji house to Haseen house, from Jameel to Guddu, from Javed to Mosque, from Abdul to Mosque, from Mosque to Pappan Bhai, from Kapil to Suratar Rafiq, Rish, drain repair and road improvement work by CC in the s

Dismantling cement concrete pavement by mechanical means using pneumatic tools, breakingg to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately. (PWD SOR 2025-26, Chepter-10, Item No.6 )

Disposal of malba from site with cartage up to 8km distance including loading & unloading, T&P etc. required for proper of work as direction by Engineer-In-Charge. (PWD SOR 2025-26, Chepter-3, Item No. 231a )

Class-150 Brick work in 1:4 Cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants, etc. required for proper completion of the work. (DSR/ PWD 6.1)

Excavation in foundation in ordinary soil or silt (loam, clay or sand) including lift upto 1.50m and lead up to 30m and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m from the foundation trenches. (PWD SOR 2025-26, Chepter-4, Item No.01 Spec- 251 )

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 of Rate)

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).

Proving and laying cement concrete in 1:2:4 with cement, coarse sand and 20mm guage stone aggregate, curing complete, including cost of form work. (PWD SOR 2025-26 Chapter No-05 Item No. 7 spec. No. 4.1)

M.S Speciefication Board including painting & writing

P/F of Inogration Granite stone including writing and