Hyderabad Metropolitan Development Authority Tender

Forming embankment with Side earth by mechanical means including pre-watering of soil, removal of top soil, excavation of soils, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and seigniorage charges, complete for finished item of work as per MoRT&H specification 305 For Road work

Forming embankment /subgrade with borrowed useful earth from outside road boundary by mechanical means 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 soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and excluding seigniorage charges, as per MoRT&H specification 305 with a lead charges , including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge For Road work

Carting away unuseful excavated soil/rock at site and pipe line trench earth including loading and unloading transportation, (lead upto 2km) away from the work spot, including Contarctor's profit and overhead charges, complete for finished item of work and as directed by the Engineer-in-charge. For Road work

Construction of granular sub-base by providing grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A,including Contarctor's profit and overhead charges but excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting withVibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.13 and Technical Specification Clause 406 MORD / MORTH. including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge For Road work

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) etc. finished items of work and as directed by Engineers-in-charge. For Road work

Providing and applying tack coat with Bitumen emulsion (RS-1) (Rapid Setting) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom including conveyance of bitumen emulsion round the trip as per Technical Specification Clause 503 MORD, including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge For Road work

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 507 (5th revision) premixed with bituminous binder of VG-30 grade @ 4.5% of weight of total mixture and , transporting 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 with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction including hire and operational charges all T&P and all other contingent charges necessary including cost of (excluding seigniorage) charges of all materials etc.including contractors profit and overheads complete for finished item of work and as directed by engineer in charge For Road work

Providing and laying 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 II (13 mm nominal size), premixed with bituminous binder VG 30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic big 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. 509 complete in all respects with all leads (MORTH 5.8)including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge For Road work

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes as per Specification 803 MORTH, including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge For Road work

Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually,using concrete batching and mixing plant including contractors profit and overhead charges but excluding seinorage charges all complete as per clause 408 MORTH, complete for finished item of work and as directed by the Engineer-in-charge For Road work

Earthwork excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaed suitable material as per Technical Specification 305 MORD / 304 MORTH ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.. - For Foundations for Construction of Pipe Culverts 1V of 1000mm Dia.NP4 Pipes

Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete. for Construction of Pipe Culverts 1V of 1000mm Dia.NP4 Pipes

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete. for Body wall Foundation for Construction of Pipe Culverts 1V of 1000mm Dia.NP4 Pipes for Construction of Pipe Culverts 1V of 1000mm Dia.NP4 Pipes

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete. for Body wall above GL, P.P walls & Deduct Pipe Portion for Construction of Pipe Culverts 1V of 1000mm Dia.NP4 Pipes

Plain Cement Concrete (1:2:4) proportion by machine mix (cement: fine aggregate: Coarse aggregate) using 20mm and down size Hard Granite macine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as machine mixing, laying and ramming concrete in 150mm layers , finishing top surface, curing concrete, etc., complete for finished item of work (APSS No. 402) for Construction of Pipe Culverts 1V of 1000mm Dia.NP4 Pipes

Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excaion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including contractors profit & Over head charges, but excluding Seig Charges& GST etc,. Complete. - For Pipe Culverts with with 1000mm dia pipes for Construction of Pipe Culverts 1V of 1000mm Dia.NP4 Pipes

Earthwork excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaed suitable material as per Technical Specification 305 MORD / 304 MORTH ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete.. - For Foundations for Construction of Pipe Culverts 3V of 1000mm Dia.NP4 Pipes

Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete. For Construction of Pipe Culverts 3V of 1000mm Dia.NP4 Pipes

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete. for Body wall Foundation For Construction of Pipe Culverts 3V of 1000mm Dia.NP4 Pipes

Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in Substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete. for Body wall above GL, P.P walls & Deduct Pipe Portion For Construction of Pipe Culverts 3V of 1000mm Dia.NP4 Pipes

Plain Cement Concrete (1:2:4) proportion by machine mix (cement: fine aggregate: Coarse aggregate) using 20mm and down size Hard Granite macine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as machine mixing, laying and ramming concrete in 150mm layers , finishing top surface, curing concrete, etc., complete for finished item of work (APSS No. 402) For Construction of Pipe Culverts 3V of 1000mm Dia.NP4 Pipes

Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excaion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including contractors profit & Over head charges, but excluding Seig Charges& GST etc,. Complete. - For Pipe Culverts with 1000mm dia pipes For Construction of Pipe Culverts 3V of 1000mm Dia.NP4 Pipes