Raising of CC Road in fornt of Vijaya Hostel block and Formation of new CC Road from Vishwaksena Hostel block to store building as SGS Arts College Hostel Tiruapati.

Demolition including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead - do - Brick Work.

Demolishing and disposal of unserviceable materials within 100 metres lead. -do- Unreinforced cement concrete up to 15cm thickness.

Cutting road surface including stacking of excavated materials pipe line trench work. Cutting open Cement concrete road surface with concrete saw cutter and removal with Breaker.

Earthwork excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all Operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., complete for finished item of work Ordinary soil - By Mechanical means upto 3m depth.

Conveyance of waste materials such as debris, dismantling materials etc., with a lead of up to 5 kms from work site including loading unloading etc., complete as during execution of the work

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., complete for finished item of work.

Filling of foundations and basement with best river sand in layers of not more than 15 cms. thick each well watered to saturation and consolidated including cost and conveyance of all materials, incidental charges etc., complete.

Cement Concrete (1:4:8) using 40mm (0.54 cum) and 20mm (0.27 cum) and 12mm (0.09 cum) nominal size Hard Broken Granite crushed metal from any source conforming to relevents ISI standards for foundations etc., laid in layers of not more than 15cm thick well compacted including curing, machine mixing, cost and conveyance of all materials etc., complete.

Cement Concrete (1:2.5:5) -Grade M15 using 20 mm ( 0.54 cu.m) and 12 mm (0.36cu.m) nominal size hard broken granite crushed metal from any source conforming to the relevant lsl standards for foundations etc., laid in layers of not more than 15 cm thick well compacted including curing, machine mixing, cost and conveyance of all materials etc , complete. Note: Measurement boxes shall be used for measuring the quantities of cement, aggregate and water required for the given concrete mix.

Centring for VCC Vertical walls of plane surface (rate is for both sides centering) including open drains etc., complete as directed during execution.

Construction of granular sub base (By Mix in Place Method at quarry) by providing Close graded material (Table 400-1) including conveyance, spreading in uniform layers with motor grader 110 HP, on prepared surface, mixing materials with Tractor-rotavator at OMC including cost of watering and compacting with vibratory roller 8-10 tonnes capacity to achieve desired density etc., complete as per Technical specification vide clause No.401 of MORD/MORTH (4th Revision) and as directed by the Engineer-in-charge - for grading-II material ( CBR value = 25 (minimum) )

- do - for grading-II material (CBR value = 25 (minimum))

Providing, laying, spreading and compacting graded stone aggregate (IRC size HBG crushed stone aggregate confirming to Table 400-12 & Table 400-13) to Wet mix Macadam specification including premixing the material with water at OMC in Mechanical mixer, carriage of mixed material by Tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller 8-10 Tonnes weight to achieve desired density including lighting, barricading and maintenance of diversion etc., as per Technical specification vide clause No.406 of MORTH (5th Revision) etc., complete in all respects and as directed by Engineer-in-charge during execution. - for thickness of more than 100 mm using vibratory roller.

- do - for thickness of more than 100 mm using smooth wheeled roller

Machine mixed and vibrated design mix concrete M30 for pavement works for durability consideration with necessary reinforcement using 0.425 cu.m of 19mm to 22mm HBG crushed metal 0.425 cu.m of 12mm to 14mm IRC HBG crushed metal, 0.406 cu.m of sand of any approved quarry and cement 415 Kgs with water cement ratio of 0.38 (158 lit/cu.m of C.C) well compacted including centering with steel or wooden frames, preferably steel frames in straight position casting, curing cost and conveyance of all materials including centering charges, form work etc., complete but excluding cost of steel and binding wire, fabrication charges etc., complete as directed during execution and neat finishing of top surface and also providing expansion joints, construction joints wherever found necessary excluding cost of asphalt pad etc., complete.

Hire charges for Smooth wheeled Roller 10 tonne diesel for soil compaction including transportation and all other charges etc., complete as directed during execution.