Hyderabad Growth Corridor Limited Tender

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Dismantling structures and Flexible pavement (Mechanical Means) including disposal of resulting materials, stacking and/or salvaging useful materials with all leads and lifts complete as per Technical Specifications Clause 202

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD / 305 MORTH including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Forming Subgrade with borrowed useful selected soils having MDD of not less than 1.75 gm/cc and CBR not less than 10%, from outside road boundary by mechanical means up to SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 305

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Construction of median and filling of median / Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408 , complete for finished item of work and as directed by the Engineer-in-charge.

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, seigniorage charges and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. (excluding seigniorage charges)

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadam 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.

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;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., complete as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-charge

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing and applying tack coat with Bitumen emulsion(RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD.

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing and applying tack coat with Bitumen emulsion(RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces cleaned with Hydraulic broom as per Technical Speciation 503 MORD.

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing and laying of 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-40 grade @ 4.5% 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)

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing and laying of 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-40 Grade @ 5.2 % 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

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing 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/ Equivalent brand 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 35-2015 (Lane/ Centre line/ Edge marking/ Transverse marking and any other marking and Pedestrian Crossing at junctions and median openings)

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD.

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing and fixing of Road Stud 100 x90 mm size ( Reflective Pavement Marker) made of Plastic body moulded from ASA(Arcylic Styrene Acrylonitrite) or HIPS (Hi- impact Poly Styrene ) or Acrylonitritr but a die styrene (ABS) or any other suitable material approved by the engineer, shall support a load of 13,635kgs tested in accordance with ASTM D 4280, the slope of Reflective panels shall preferably be /35±5 degree to base and area of each retro reflecting surface shall not be less than 13.00sq.cm and optical performance as per sub clause 804, fixing over concrete surface / Bituminous surface with approved adhesive etc., complete as per clause 801 of Technical specifications.

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing and laying Plain Cement Concrete M 20 kerb (Batching) as per drawing and Technical Specifications Clauses 408 and Section 1700 M-20 Grade Median Kerb "A" Type Section over WMM

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing and laying kerb painting with ordinary paints grade-I (IS:164) complete as per drawing and Technical Specifications Clause 803

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel as per clause 410

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron pron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 MORTH / 1701 MORD

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Route marker signs(450mm x 600mm)

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Cautionary signs, size triangular 900mm side

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Cautionary signs, size triangular 1200mm side

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Hazard marker

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;1200 mm circular

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;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

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing and laying Plain cement concrete M 15 for leveling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1700 & 2100.

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing Reinforced cement concrete of M20 grade 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 as per MoRT&H specification 1500,1600,1700 & 2300 (5th revision ) and as directed by the Engineer-in-Charge

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) 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., complete for finished item of work in all floors. (APSS No.126)

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;PCC Bedding : Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing,laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 (5th Revision)

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;NP 4 Hume Pipes (1200mm dia): Providing, laying Reinforced cement concrete Hume pipes, NP-4 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.

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Filter Media below Pitching: Providing and laying filter material with Gravel underneath pitching in slopes including cost and conveyance of materials to site including labour charges etc., complete for finished item of work as per MoRT&H Specification 2504 (5th Revision) and as directed by the Engineer-in-Charge

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;225mm thick Revetment: Providing SS Revetment 225 mm thick including cost and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 (5th revision) and as directed by the Engineer-in-Charge for Pitching of slopes (Quadrant pitching = 1/4th * Volume of Frustum (1/3 * PI() * R^2 * H))

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Boulder Apron: Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and MoRTH specification 2503.2 (5th revision)

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing and constructing RCC New Jersey crash barrier M40 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Technical Specifications 811, 1600, 1700 and as per IRC-6.

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Removing and relaying of existing cable ducts in footpath including Laying and jointing of HDPE pipes by butt fusion welding as per IS:7634 ? part-II/1975 as amended from time to time to the alignment and gradient using the removed pipe and considering 20% new pipes for damaged pipes for removing - 125mm dia HDPE

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Providing Marker Post for buried culverts including synthetic enamel painting with necessary details as per IRC: 7 and direction of Engineer.

Improvements to the Rotary Junction at Nanakramguda including merging of proposed GHMC CDA Master Pl;Translocation of trees of girth below 300mm including cost of earth mover for trenching at the present site as well as new site. Pruning necessary chemicals , crane for loading unloading the tree, labour charges and cost of protection the tree for two months from the date of translocation by timely watering, transportation upto 10 km etc., complete .