Hyderabad Metropolitan Development Authority Tender

ITEM;Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and nserviceable materials separately including Contractors profit and overhead charges complete for finished item of work and as directed by the Engineer-in-charge

ITEM;Saw Cut Groove cutting in set concrete upto a depth of 50.0mm complete including all miscellaneous charges including Contractors profit and overhead charges complete for finished item of work and as directed by the Engineer-in-charge

ITEM;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.70-0.80 atmospheres as per the standard procedure floting with powerfloater, mechanical trawelling, finishing with sound edges and camers including hire and operational charges of machinery, etc complete including Contractors profit and overhead charges complete for finished item of work and as directed by the Engineer-in-charge

ITEM;Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2. including Contractors profit and overhead charges but excluding Seigniorage Charges complete for finished item of work and as directed by the Engineer-in-charge

ITEM;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 finished item of work and as directed by the Engineer-in-charge

ITEM;Construction of un-reinforced, dowel jointed, plain cement concrete pavement of M 30 Grade over a prepared sub base with 53 grade cement @ 400 kg per cum, coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm and confirming to clause 602.2.6.4, mixed in mixing using Concrete Batching Plant using Concrete Batching Plant as per approved mix design, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, seperation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, curing compound, finishing to lines and grades etc., as per MoRT&H (5th Revision) Specification No. 602 read with Specification No. 1500 of Standard Data of Rural Roads.including Contractors profit and overhead charges but excluding Seigniorage Charges complete for finished item of work and as directed by the Engineer-in-charge

ITEM;Providing Dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete for finished item of work as per MoRT&H (5th Revision) specification 1500,1700 & 601 (5th Revision) including Contractors profit and overhead charges but excluding Seigniorage Charges complete for finished item of work and as directed by the Engineer-in-charge for base course below CC Pavement.

ITEM;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 finished item of work and as directed by the Engineer-in-charge

ITEM;Forming embankment 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 seigniorage charges, complete for finished item of work as per MoRT&H specification 305 (4th revision) - with a lead beyond 1000m upto 5.00 Km lead. (Payment will be made based on level for finished item of work). (MORTH 3.16)dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately complete as per technical specifications Clause 202 including Overheads and Contractor's Profit but excluding Seignorage charges for finished item of work and as directed by Engineer-in-charge. for Road work

ITEM;Excavation for roadwork and culvert in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading , 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 Clause 302.3 MORD / 301 MORTH including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm by mechanical means in areas of non thorny jungle(light jungle), removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.including Contractors profit and Overhead charges but excluding Seignorage charges for finished items of work and as directed by Engineers-in-charge for Road work