( vishesh nigam Nidhi) Construction of C.C. Road and U- shap Drain Work at Sharaf Hospital Near Parking No 06 Puliya to Baba Pathan Office Transport Nagar. Ward 64. Zone 23 File No. 107/26X3/6.

Scarifying Granular Road Surface Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads up to 1000 Meters. by mechanical means) Road 1 Near Sharaaf Hospital (ROAD) Road 2 Near Parking No. 6 (ROAD)

Earth work in excavation for foundation, trenches forpipes / cables or drains etc. by mechanical means /manual means (exceeding 30cm in depth.) includingramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.All kinds of soil Road 1 Near Sharaaf Hospital ( V Shape DRAIN) Road 1 Near Sharaaf Hospital (Hume Pipe Laying) Road 2 Near Parking No. 6 ( U Shape DRAIN)

2.16 Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming andwatering, leadup to50mand lift upto 1.5 m.

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. 2.18.1 Moorum/Hard copra

Construction of granular sub-base, spreading in uniform layers with motor grader on prepared surface, mixing by Mix in Place Method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, including all lifts and lead complete in all respect as per Section-400 of the specifications 4.1.1.1 Grading I Road 2 Near Parking No. 6 (ROAD)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam confirming to provisions of Section 406 of specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base/base course on well-prepared surface and compacting with vibratory roller to achieve the desired density. (1365-89=1276) 4.4.1 Deduction if paver is not used for spreading. Road 1 Near Sharaaf Hospital (ROAD)

Providing and laying inposition cement concrete of specified grade excluding thecost of centering and shuttering All work up to plinth level. 4.1.4 Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate Road 1 Near Sharaaf Hospital ( V Shape DRAIN) Road 2 Near Parking No. 6 ( U Shape DRAIN)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering Allworkup toplinth level. 4.1.2 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate Road 1 Near Sharaaf Hospital ( V Shape DRAIN) Road 2 Near Parking No. 6 ( U Shape DRAIN)

Centering and shuttering including strutting, propping stretching etc.complete for and removal of form work by sheet plateor plywood shuttering for : 19.1.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc Road 1 Near Sharaaf Hospital ( V Shape DRAIN) Road 2 Near Parking No. 6 ( U Shape DRAIN)

Providing and laying non-pressure NP3 class (Medium duty) cement concrete Hume pipes for service ducts below concrete pavement or other similar work, collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand). Size 450 mm dia. meter Road 1