Telangana State Industrial Infrastructure Corporation Limited Tender

Narmala Road;Providing and laying 50mm thick dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading (grade-II), premixed with bituminous binder with VG-10 grade @ 4.5 percent by weight of total 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 including hire and operational charges of all T & P, cost and conveyance of all materials, labour charges for all operations, diversion of traffic, etc., complete, excluding GST and seigniorage charges for finished item of work as per MoRTH (5th Revision) specification clause No. 507 complete in all respects.

Narmala Road;Providing and applying tack coat with bitumen emulsion (RS-1)(Rapid Setting) over the prepared surface before laying DBM at the rate of 2.5kg/10 sqm including cleaning the road surface with mechanical broom and air compressor and applying uniformly with the aid of emulsion pressure sprayer including cost and conveyance of bitumen emulsion, labour charges, cleaning, hire charges and operational charges of all T&P necessary to complete the finished item of work as directed by the Engineer-in-Charge excluding GST as per MORTH (5th Revision) specification 503.

Narmala Road;Providing and applying Primer coat with bitumen emulsion (SS-1) (Slow Setting) over the prepared surface of granular base as WMM surface at the rate of 7.00 kg/10 sqm including cleaning the road surface with mechanical broom and air compressor and spraying uniformly with the aid of bitumen pressure sprayer including cost and conveyance of bitumen emulsion and water, labour charges, cleaning, hire charges and operational charges of all T&P necessary to complete the finished item of work, excluding GST as directed by the Engineer-in-Charge as per MORTH (5th Revision) specification 502.

Narmala Road;Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including cost & conveyance of all material, hire and operational charges of T&P, labour charges for all operations, premixing the material with water at OMC in mechanical mix plant, carriage of material by tipper to site, laying in uniform layers with paver finisher in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density, including lighting, grading, barricading and maintenance of diversion of trafic, etc., complete for finished item of work, excluding GST and seigniorage charges, as per table 400.13 of technical specification clause 406 MORTH(5th Revision).

Narmala Road;Providing Granular Sub Base using HBG crushed close graded material confirming to grading -I of MoRTH table - 400.1 (50% of 53mm to 9.5mm , 20% of 9,5 to 2.36mm and 30% of 2.36mmm below) including spreading the HBG material in layers of uniform thickness not exceeding 150mm thick with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density complete as per technical specification as directed by the Engineer-in-charge etc, including cost and conveyance of HBG material, water etc to site, labour charges for all operations, all incidentals hire & operational charges of roller and other T&P etc, excluding GST &seigniorage charges complete for finished item of work as per MoRT&H (5th Revision) Specification 401.

Narmala Road;Construction of embankment with good gravel brought from outside and spreading in layers of not more than 200mm thick each or as directed by the Engineer-in-Charge during execution, watering, dozing, grading and compacting each layer to required proctors density with OMC compaction with vibratory roller of 8 Tonnes capacity, maintaining the required camber in the formation including cost and conveyance of good gravel, all labour charges, hire and operational charges of dozer, power roller, mortar grader, water tanker, all water leads, etc complete excluding GST and seigniorage charges as per requirement of table 300.2 as per Technical Specification clause 305 MORTH (5th Revision). (payment will be based on levels for finished item of work).

Narmala Road;Formation of embankment / subbase with useful excavated soils obtained from Road, drains and Culverts by mechanical means and spreading in layers not more than 200mm thick each or 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 of table 300.1 and 300-2 of MORT&H including labour charges for all operations, hire and operational charges of T&P, all water leads duly maintaining the required camber in the formation etc., complete for finished item of work as per Tecchnical specificatiom MORTH Specification clause 301.5 MORD/305, excluding GST (Payment will be made based on level for finished item of work).

Narmala Road;Conveyance of unuseful excavated earth/rock to out side with a lead upto 5.0 KM including loading, unloading, all labour charges, hire charges of T&P, complete excluding GST.

Narmala Road;Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections., excluding GST complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge (based on level payment).

Narmala Road;Earthwork excavation for road way in soil up to SDR with Hydraulic Excavator of 0.9cum bucket capacity by mechanical means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., and transporting to the embankment location within all lifts and leads upto 1000m complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge, excluding GST.