Andhra Pradesh Industrial Infrastructure Corporation Tender

Forming embankment with borrowed useful earth from out side by mechanical means and spreading in layers as directed by the Engineer-in-Charge including pre-watering soil, removal of top soil, excavation of soils, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with vibratory roller of 8 to 10 Tonnes capacity @ OMC compaction to meet requirement including labour charges for all operations, hire and operational charges of T&P and all taxes, all water leads duly maintaining the required camber in the formation etc., complete for finished item of work as per Technical specificatiom MoRT&H Specification 305 (Payment will be made based on level for finished item of work).

Construction of Granular sub-base by providing suitable material confirming to Grading - V of MoRT&H Table 400-1 with mechanical mix plant method to OMC, carriage of the mixed material to the work site, spreading in uniform layers with Motor grader on prepared lower sub base surface for drainage purpose and compacting with vibratory roller to achieve the desired density etc., incluiding all taxes except GST and seignioragecharges, cost and conveyance of all materials 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 400-11, including cost of all materials 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., power roller and other T&P as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work incluiding all taxes except GSTand seigniorage charges etc complete for finished item of work.

Providing and applying prime coat with bitumen emulsion (SS1) 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., incluiding all taxes except GST etc as directed by the Engineer-in-charge complete as per MoRT&H Specification 502 (5th revision)

Providing and applying tack coat with bitumen Emulsion (RS1) (Bulk) using Emulsion pressure distributor at the rate of 0.25 kgs/sqm on the prepared Granular surface treated with primer cleaned with mechanical broom as directed by the Engineer-in-Charge for finished item of work incluiding all taxes except GST as per MoRT&H Specification 503 (5th revision).

Providing and laying of 50 mm thick Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a 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 operational charges all T&P and all other contingent charges necessary including cost of (excluding seigniorage) charges of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th Revision)

Providing and applying tack coat with bitumen Emulsion (RS1) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs/sqm on the prepared Bituminious surface with treated primer cleaned with mechanical broom as directed by the Engineer-in-Charge for finished item of work incluiding all taxes except GST as per MoRT&H Specification 503 (5th revision).

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Providing shoulders with useful earth obtained from borrowed pits with side slopes 2:1 in layers including sectioning each layer to proper camber, watering, compaction with vibratory roller of 8-10t capacity including cost and conveyance of gravel to site,necessary lead and lifts, labour chrages for all operations, hire and operational charges of power roller and other T&P etc., including all taxes except GST and Seigniorage charges, complete for finished item of work. .

1.00M Vent RCC slab culverts - 11 Nos.

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 as directed by Engineer-in-Charge for finished item of work including all taxes except GST as per MORT&H specification 304-1 (5th revision)

Laying Plain Cement Concrete (1:4:8) nominal mix in foundation with crushed stone agreegate 40mm nominal size and fine aggregate mechnically mixed, placed in foundations and confirming 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 and as directed by the Engineer-in-Charge for finished item of work including all taxes except GST and seigniorage charges as per MoRT&H specification 1500,1700,2100 (5th Revision) for Foundations.

Vibrated reinforced cement concrete M 20 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 other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item including all taxes except GST and seigniorage charges as per MoRT&H specification 1500,1600,1700 & 2100 (5th revision ) and as directed by the Engineer-in-Charge

Providing, laying Reinforced cement concrete Hume pipes of 1000mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

No. of BOQ items: 15(Fifteen) only

(Rupees Four Crores Two lakhs Twenty Eight thousand Six hundred and Ninety Nine Only)