Construction of CC Drains and CC Pavement for Main road and for all internal roads at GO's colony in Thatithoppu of Peruru GP in Tirupati Rural Mandal

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge

Sand filling in foundation including cost and conveyence of all materials to site and watering, tamping etc., complete for finshed item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer - in - Charge.

Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement

Vibrated cement concrete M 15 Grade Concrete using , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for Body Walls

Vibrated cement concrete M 15 Grade Concrete using , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for Drain Vent

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm 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.

Carting of unserviceable soils loading and disposal upto 1000 mts etc., complete for finished item of work as directed by the Engineer-in-Charge

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth upo 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm thickness by meachanical means in are aof light jungle

Construction of Granular sub-base by providing available material(Gravel) of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-13, including cost of all materials and 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 base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.

Vibrated cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement including operational charges for vacuum dewatering system for finishing CC Pavements with sccreed vibration, placing of filtermal, lop mat, vacuum process, floating, troweling, broming with wire brush etc., complete as directed during execution.

Providing 12.7mm thick Mastic pads for Expansion joints etc., complete for finished item of work

Contraction sawn joint groove (using diamond studded blades) 3 to 5mm wide and 1/4 to 1/3 depth of the slab+ or 5mm or as stipulated in the drawings and dowels bars complying with clause 602.6.5 of specifications for roads and bridge works ( third revision) published at New Delhi in 1995 by IRC on behalf of Government of India, Ministry of surface transport and as detailed in the drawings the contraction joint shall be cut as soon as the concrete is undergone initial hardening and as hard enough to take the load of joint sawing machine without causing damage to the slab the joint celing compound shall be hot poured bitumen type having flexibility, resistancce to age hardening and durability of the sealant shall be in accordance with IS 1834-1984 with all lead & lifts including cost and conveyance of all materials etc., completed. (at 4.50 mts C/c)

Construction of pedestal for Inaugaration stone including earth work for foundation, PCC (1:4:8), sand filling, brick masonry work in CM (1:6), plasteering in cement Mortar (1:4) 12mm thick, painting to new walls with 2 coats over primary coat (total 3 coats) of plastic emulsion paint, fixing of granite stone (2'x4') and Engraving letters, other incidental charges etc., complete for finished item of work as per the dimension approved by the Engineer-in-charge