Hyderabad Road Development Corporation Limited Tender

Construction of Balance Median, BT road and CD works;Carting and disposal of excavated /unservcable material upto a lead of 5 kms (beyond intial lead) from the work including loading, unloading and transporation etc complete for finished item of work

Construction of Balance Median, BT road and CD works;Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Construction of Balance Median, BT road and CD works;Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) etc complete and as per MORTH 5th Revison & as per the directions of Engineer-In-Charge

Construction of Balance Median, BT road and CD works;Providing and applying Prime Coat with bitumen emulsion (slow Setting) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning 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 for finished item of work as per MoRT&H Specification 502 (5th Revision) and as directed by the Engineer-in-charge

Construction of Balance Median, BT road and CD works;Providing and applying tack coat with bitumen emulsion RS Grade using Bitumen pressure distributor at the rate of 0.20 Kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge

Construction of Balance Median, BT road and CD works;Providing and laying of Dense Graded Bituminous Macadam with with 100-120 TPH Batch Mix plant using HBG crushed aggregates of Grading-2 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 Hydrostatic sensor paver for full width 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 and as per MoRT&H specification No. 505 (5th Revision)

Construction of Balance Median, BT road and CD works;Providing thick compacted Bituminous Concrete with 100-120 TPH Batch type hot mix plant using HBG/HBT crushed aggregates of Grading ? 2 as per table 500-18 of specification 509 of MoRT&H (5th revision), premixed with VG30 Grade Bitumen@ 5.4% to 5.6% 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 509 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge (Payment will be made based on levels for finished item of work)

Construction of Balance Median, BT road and CD works;PCC M 10 Grade Concrete (1:3:6)prop using 20 mm and 10mm size crushed stone aggregate

Construction of Balance Median, BT road and CD works;PCC M 15 Grade Concrete using 20mm and 10mm size crushed stone aggregate

Construction of Balance Median, BT road and CD works;Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed rubble masonry (first sort )

Construction of Balance Median, BT road and CD works;Pointing with cement mortar (1:6 ) on CRS masonry work in substructure as per Technical Specifications

Construction of Balance Median, BT road and CD works;PCC M 15 Grade Concrete using 20mm and 10mm size crushed stone aggregate

Construction of Balance Median, BT road and CD works;Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Concrete and bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per MORT&H Section 803.4 and IRC: 35, the material should satisfy the requirements as per MORTH specifications 803.4 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'O' 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 and MORT&H Section 803.4

Construction of Balance Median, BT road and CD works;Road Markers/Road Studs:Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(Hi-impact Polystyrene) 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 13635 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 and width shall not exceed 20 mm and 130 mm 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-in-Charge (from Ch.0Km+000m to 1Km+250m on the road from Firing Katta to NTR Statue in Jawaharnagar Corporation ULB).

Construction of Balance Median, BT road and CD works;Earth work in excavation with manual meas for foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Construction of Balance Median, BT road and CD works;Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification and as directed by the Engineer-in-Charge

Construction of Balance Median, BT road and CD works;Providing and laying quadrant pitching on slopes laid over prepared filter material as per drawing and technical specifications Clause 1302 MORD / 2504 MORTH

Construction of Balance Median, BT road and CD works;Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications including cost, charges 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

Construction of Balance Median, BT road and CD works;PCC M 15 Grade Concrete using 20mm and 10mm size crushed stone aggregate

Construction of Balance Median, BT road and CD works;PCC M20 Grade Concrete using 20mm and 10mm size crushed stone aggregate

Construction of Balance Median, BT road and CD works;Providing and laying of 1200mm dia NP4 plain ended pipes for culverts on first class bedding of granular material including fixing collar with CM (1:2) but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106 MORD / 2900 MORTH

Construction of Balance Median, BT road and CD works;Providing RCC M 25 Grade Concrete in open foundations using 20 mm and 10mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH

Construction of Balance Median, BT road and CD works;Providing HYSD bars ( Fe-500 ) of different diameters, brought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th revision) and as per I.S.1786 of 1985 for Substructure (from Ch.0Km+000m to 1Km+250m on the road from Firing Katta to NTR Statue in Jawaharnagar Corporation ULB).

Construction of Balance Median, BT road and CD works;PCC M20 Grade Concrete using 20mm and 10mm size crushed stone aggregate (from Ch.0Km+000m to 1Km+250m on the road from Firing Katta to NTR Statue in Jawaharnagar Corporation ULB).