Telangana State Industrial Infrastructure Corporation Limited Tender

Road Yenkatala;Laying Plain Cement concrete (1:4:8) using 40mm size HBG machine crushed stone aggregate confirming to table 1000-1 and fine aggregate conforming to table 1000-2 of MORT&H specification including cost, seigniorage conveyance of all materials (viz) cement, stone aggregate, sand, water etc., to site, labour charges for all operations, machine mixing, laying, finishing smooth to required level, curing, all taxes, except GST all other incidental and operational charges etc, complete for finished item of work as per MORT&H specification 2100 (4th revision) and as directed by the Engineer-in-charge

Road Yenkatala;Earth work in excavation for culverts & drains by using Hydraulic excavator and depositing the earth on road side or as directed by the Engineer-in-Charge with an initial lead of 50mts in all soils upto SDR in all conditions including all operational, incidental and labour charges such as dry, wet, slushy, setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom, sheeting, planking, strutting, etc., complete for finished item of work excluding dewatering charges excluding GST & Seignoriage Chargesetc., complete as per MORTH (5th Revision) specification 304.

Road Yenkatala;Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HI-Impact Polysterene) or ABS or ASA ( Acrylic Strene Acrylonitrite and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 ? DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer?s recommendation and complete as directed by the engineer, including all charges,complete for finished item of work, excluding GST.

Road Yenkatala;Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC: 35, the material should be of BERGER Company/ BERGER Equivalent and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997, including all charges,complete for finished item of work, excluding GST.

Road Yenkatala;Providing and laying 30 mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% percent 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 including hire and operational charges of all T & P, cost and conveyance of all materials to site, labour charges for all operations, diversion of traffic, etc., complete for finished item of work as per MORTH specification clause No. 507 complete in all respects.(except GST & Seiniorage charges)

Road Yenkatala;Providing and applying Tack coat with Bitumen Emulsion rapid setting over the prepared surface before laying BC @2kg/10Sqm including cleaning the road surface with mechanical broom and air compressor and applying uniformity with the aid of emulsion pressure sprayer including cost and conveyance of bitumen emulsion, labour charges, cleaning, all taxes hire charges and operational charges of all T & P necessary to complete the finished item of work as directed by the Engineer-in-Charge as per MORT&H(5th Revision) specification503. excluding GST

Road Yenkatala;Providing and laying dense graded bituminous macadam of 50mm thick with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grade-II, premixed with bituminous binder VG-30 @ 4.5 per cent 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 as per MoRTH specification clause No. 507 complete in all respects. (except GST & Seiniorage charges)

Road Yenkatala;Providing and applying Tack coat with Bitumen Emulsion rapid setting-1 over the prepared surface before laying DBM @2.5kg/10Sqm including cleaning the road surface with mechanical broom and air compressor and applying uniformity with the aid of emulsion pressure sprayer including cost and conveyance of bitumen emulsion, labour charges, cleaning, all taxes hire charges and operational charges of all T & P necessary to complete the finished item of work as directed by the Engineer-in-Charge as per MORT&H(5th Revision) specification503. excluding GST

Road Yenkatala;Providing and applying Primer coat with bitumen emulsion(Bulk-Slow Setting-1) over the prepared surface of granular base as Wet Mix Macadam surface at the rate of 6kg /10sqm 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,all taxes hire charges and operational charges of all T&P necessary to complete the finished item of work as directed by the Engineer-in-Charge as per MORT&H(5th Revision) specification 502.excluding GST ,

Road Yenkatala;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, as per table 400.13 of technical specification clause 406 MORTH(5th Revision). excluding GST & Seignoriage Charges

Road Yenkatala;Providing Granular Sub Base using HBG crushed close graded material confirming to grading -VI of MoRTH table - 400.1 & 400-2 (35% of 53 to 9.5mm and 47.5% of 9.5 to 4.75mm and 17.5% of 2.36mmm below)including spreading the HBG material in layers of uniform thickness not exceeding 200mm 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, (except GST & Seiniorage charges) complete for finished item of work as per MoRT&H (5th Revision) Specification 401.(except GST & Seiniorage charges)

Road Yenkatala;Conveyance of excavated rock/soil to site of embankment with a lead upto 10.0 KM including loading, unloading, all labour charges, hire charges of T&P, complete excluding GST.

Road Yenkatala;Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, including watering, grading and compacting each layer to required proctors density with OMC compaction to meet requirement of table 300-2. with vibratory roller of 8 Tonnes capacity, maintaining the required camber in the formation including all labour charges, hire and operational charges of power roller, mortar grader, water tanker, all water leads, all taxes excluding GST etc., complete as per requirement of table 300.1 and 300.2 as per Technical Specification clause 305 MORT&H (5th Revision).(Payment will be based on levels for finished item of work).

Road Yenkatala;Formation of embankment with good gravel obtained from outside 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 and , all water leads duly maintaining the required camber in the formation etc., complete for finished item of work as per MORTH Specification clause 305 (5th Revision) (Payment will be made based on level for finished item of work). excluding GST & Seignoriage Charges.

Road Yenkatala;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 MORTH Specification clause 305 (5th Revision) (Payment will be made based on level for finished item of work). Excluding GST

Road Yenkatala;Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres including all operational,labour charges such as shoring,sheeting,planking, strutting etc.,for finished item of work excluding dewatering charges etc., as per technical specification clause 301MORTH (5th Revision) excluding GST

Road Yenkatala;Excavation for roadway in Hard Rock (requiring Blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading including stacking the excavated material for road formation, and desposal of unused rock in low lying areas or as directed by the Engineer - in - Charge with all lifts and leads upto 1 km including all operations, incidental,and labour charges setting out,construction of bracing and shoring, removal oof stumps and other deleterious material, sheeting, planking, strutting, all other taxes except GST etc., complete for finished item of work etc., complete as per MoRTH Specification Clause 301.

Road Yenkatala;Earth work Excavation in Ordinary Rock using Hydraulic Excavator CK-90 and Tippers with Disposal upto 1000 metres., 3.7 including trimming bottom and side slopes in accordance with requirement of lines, grades and cross sections, including all (301) hire and operational charges of T&P, all labour charges, all taxes excluding GST etc., complete for finished item of work as directed by the Engineer-in-Charge and as per technical specification clause 302.3 MORD/301 MORTH. (Payment will be based on levels for finished item of work).

Road Yenkatala;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. Except GST.