Elevation of the floor of the Mandi Committee office building at the new market site in Azamgarh, laying of tiles, interlocking around the Mandi Committee office building, reconstruction of the previously constructed damaged boundary wall in front of

Sand Filling plienth including Supply of necessary quantities of sand from a distance not exceeding 8 kms from the site work and including watering, dressing etc. rate to i/c cost of all materials, labour and T&P etc required for proper completion of the work. SI Materials.

Providing and Laying in Cement Concrete 1:4:8(1 Cement : 4 coarse sand : 8 graded stone ballast 40 mm nominal size) and curing complete, including Cost of form work in foundation and floors.

Providing and laying vitrified floor tiels in size of 8mm thickness with water absorption less than 0.08% and conforming to IS:15622of approved make in all colours and shades, laid on 20mm thic cement mortar 1:4(1cement:4coarse sand) including grouting the joints with white cement and matching pigments etc, complte.

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift up ot 1.5 M and lead up to 50M, and including filling, watering and ramming of the excavated earth into the trenches or into the space between the building and the sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 50M. from the foundation trenches. (Sl NO 251)

WBM G-2 (Inter Coat) Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405

Supply and laying of 80 mm thick interlocking tiles Rubber moulded reflective Zig-Zag cement concrete paver blocks manufactured by high pressure and controlled vibration machine having minimum 5 mm thick topping of cement mixed with 20% marble powder. The compressive strength of concrete paver blocks shall not be less than 30MPa & 4.50 kg/o. an I.S.I. marked as per drawing and confirming to I RC-SO-63-2004. Including 25 mm thik compacted bed of fine sand compacting and proper imbeding/laying of inter locking tiles, leveling and dressing of surface to required level and slop, filling joints with fine sand including the cost of materials, labour, T&P etc. (MORD Specification No- 1500) (CH No 20)

Dismantling brick work or stone work in lime or cement mortar and includin stacking of materials as directed by the Engineer-in-charge within a distance of 60 meters(200feet)

R.C.C. work with cement approved coarse sand and 2cm (3/4") gauge approved stone Girt in proportion 1:2:4 Raft Foundation excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc required for proper completion of the work, strength of the concrete shall not be less than M-150 (Si, No- 287)

Same as Item No. 3 but RCC 1:1½:3 in columns (SI 289)

RCC work with cement, approved coarse sad and 2.0 cm gauge approved stone grit in proportions of 1:2:4 in slab excluding spply of reinforcement and its bending but including its fixing and binding wire and i/c supply of all materials, labour and T & P etc required for proper completion of the work (SI 284).