Providing BT road from Main gate to ADR Office and upto IPM junction at RARS, Anakapalle

Providing BT Road from Main gate to ADR Office and upto IPM junction at RARS, Anakapalle.

Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT & H (5th Revision) Specification complete for finished item of work as directed by the engineer in charge

Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines grades and cross sections etc., complete for finished item of work for trench cutting as per MoRT&L specification 301(5th Revision) and as directed by the Engineer-in-Charge

Providing, laying, spreading and complete grade HBT crushed stone aggregate to wet mix macadem specification (5th revision) as per table 400-13 including cost of all materials and including premixing with material by tipper to site laying in uniform layers with paver in base course on wall prepared surface and compacting with vibratory, roller to achieve the desired denisity etc., as directed by the department for finished item of work.

Providing and applying prime coat with bitumen emulsion (SSI) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer in-charge

Providing and laying of 50mm thick Bituminous Macadam with 100-120 TPII hot mix plant producing an average output of 75 tonnes per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-7 of MoRT&11 specificaion 504 (5th Revision) premixed with bituminous binder of VG-30 grade @3.4 % by weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and opcational charges all T&P and all other contingent charges necessary, complete and as per MoRTH specification No. 504 (5th Revision)

Providing and applying tack coat with bitumen VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.25 per sqm on the prepared Granular surface treated with primer cleaned with mechanical broom for finished item of work as per MoRT & H specification clause 503 (5th revision) and as directed by the Engineer-in-charge.

Providing and laying 25mm thick compacted semi dense bituminous concrete with 100-120TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of grading II, premixed with bituminous binder 60/70 GRADE @ 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects

VRCC M- 20 Nominal mix (using 400kgs of cement)( 1:1.5:3) (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including Adjustable Jack screw Props and Acro span HIRE CHARGES FOR CENTERING & SCAFFOLDINGcost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site, and excluding seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete including HIRE CHARGES FOR CENTERING & SCAFFOLDING but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) for foundations, plinth, pedestals, steps

Providing thermo mechanically treated bars of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126)