Laying of UDS pipe line from Telugu Thalli Statue to D.No: 10-19 at Nalandha nagar in Thummalagunta GP of Tirupati Rural Mandal

Cutting open CC road surface with concrete saw cutter and removal with breaker including incidental charges etc., complete for finished item of work

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 conveyance of all materials to site and watering, tamping etc., complete for finished item of work as per MoRT&H specification 304 (5th revision) and as directed by the Engineer-in-charge

Manufacture, supply, delivery & laying of 300mm dia (DWC) structured wall polyethylene/ polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double wall) for nonpressure sewage & Drainage application pipes of standard length 6m grade conforming to IS 16098 (part-II 2013) including transportation to anywhere in AP excluding all taxes

Manufacture, supply, delivery & laying of 300mm dia coupler fittings & accessories compatible with DWC pipe-non smooth external annular corrugated and smooth internal surfaces (Double wall) for non-pressure or similar type of class SN8 structured wall polyethylene piping systems including transportation to anywhere in AP exluding GST and other Government duties

Manufacture, supply, & delivery of 250 mm dia Sealing Ring fittings & accessories compatible with DWC pipe - non smooth External Annular Corrugated and smooth Internal Surfaces (Double Wall) for non-pressure or similar type of class SN8 Structured Wall polyethylene piping systems including transportation to anywhere in A.P, excluding GST and other Government duties

Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop usingfly-ash blocks of 225 mm thick from approved source having a minimum crushing strength of 10 N/sq.mmincluding plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification andincluding cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental andoperational, labour charges like mixing cement mortar,constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.

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

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 dewaterlng system for finishing the C.C Pavements wilh screed vibration, placing of filter mal , lop mat, vacuum process,floatng , troweling, Brooming with wire brush etc., complete as directed during execution.

Construction of Pedestal for Inaugaration stone including earth work for foundation, PCC ( 1:4:8), Sand filling, Brick Masonary work in CM (1:6), Plastering in Cement Mortar (1:4) 12 mm 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