Hyderabad Metropolitan Development Authority Tender

item;Painting, Priming Coat on New Plastered Surface, complete for finished item of work and as directed by the Engineer-in-charge

item;Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408, complete for finished item of work and as directed by the Engineer-in-charge

item;Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2, complete for finished item of work and as directed by the Engineer-in-charge

item;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, complete for finished item of work and as directed by the Engineer-in-charge

item;Supply and placing of PCC M25 concrete grade as per IS 4926-2003 with minimum cement content of 380Kgs as per IS code 456-2000 using 20 mm graded metal,from standard suppliers approved by the department including,centering and shuttering charges, pumping ,laying concrete,vibrating ,curing etc., ., complete, but excluding cost of steel and its fabrication for finished tems of work and as directed by Engineer-in-charge.

item;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, premixed with bituminous binder @ 5.4 to 5.6 per cent 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 as per MORTH specification clause No. 509 complete in all respects, complete for finished item of work and as directed by the Engineer-in-charge

item;Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 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., complete for finished item of work and as directed by the Engineer-in-charge

item;Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom., complete for finished item of work and as directed by the Engineer-in-charge

item;Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means., complete for finished item of work and as directed by the Engineer-in-charge

item;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., complete for finished item of work and as directed by the Engineer-in-charge

item;Construction of granular sub-base by providing coarse 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.complete for finished item of work and as directed by the Engineer-in-charge

item;Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections., complete for finished item of work and as directed by the Engineer-in-charge

item;Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres, complete for finished item of work and as directed by the Engineer-in-charge

item;Providing 230mm thick grouting with PCC1:3:6 prop using 20mm crushed granite metal and pointing 12mm thick in CM (1:6) for the revetment provided including cost and conveyance of all materials to site and seigniorage charges etc., complete for finished item of work as directed by Engineer in Charge

item;Providing and construction of water chutes with 300 dia ( IS 458-1988) RCC pipe semi circular embedded in PCC M15 including all costs of material and concreting works as per drawing and as directed by Engineer

item;Providing and constructing 25cm thick dry rubble stone pitching including cost of materials, labour, hand packing , finishing etc complete with initial lead of 50m and all lifts ( rubble stones : 0.33 cum/sqm)-IRR-CAW-8-2, complete for finished item of work and as directed by the Engineer-in-charge

item;Providing embankment adjacent to masonry / concrete structures using impervious soil from approved borrow areas in layers of 10 to 15 cm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc., complete with initial lead upto 1 km and all lifts.-IRR-DAW-5-6, complete for finished item of work and as directed by the Engineer-in-charge

item;Random Rubble stone masonry in CM (1:6) prop: (Cement: Screened sand) using Rough Stone (HBG) including cost and conveyance of all materials like cement, screened sand(manufactured sand and natural sand in the ratio of 50:50), water, stones etc., from approved quarry, to site and including labour for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing etc., including overheads & contractors profit, excluding seinorage charges complete for finished item of work in foundation and basementcomplete for finished item of work as directed by Engineer in charge.

item;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) for RCC, below 36 mm dia Rods, overlaps and wastage wherever required, tying with 1.25mm diameter soft annealed steel wire,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., including overheads & contractors profit, complete for finished item of work as directed by Engineer in charge in all floors. including cost of all materials, labour etc., complete with initial lead upto 1km and all lifts.complete for finished item of work and as directed by the Engineer-in-charge.

item;Supply and placing of the RCC M25 concrete grade as per IS 4926-2003 with minimum cement content of 0.403t as per IS code 456-2000 using 20 mm graded metal,from standard suppliers approved by the department including,centering and shuttering charges, pumping ,laying concrete,vibrating ,curing etc., ., complete, but excluding cost of steel and its fabrication for finished tems of work and as directed by Engineer-in-charge.

item;Supply and placing Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(M 15 Grade),(cement content-275 kg/cum) including,centering and shuttering charges, pumping ,laying concrete,vibrating ,curing etc.,excluding seinorage charges and inlcuding contractors profit and overhead charges complete for finished item of work and as directed by the Engineer-in-charge

item;Earth work in excavation of 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.excluding seinorage charges and inlcuding contractors profit and overhead charges complete for finished item of work and as directed by the Engineer-in-charge

item;Carting away the excavated material of rocks, garbage for a lead of 5km(inclusive of initial 1 km lead of material) excluding seinorage charges and inlcuding contractors profit and overhead charges complete for finished item of work and as directed by the Engineer-in-charge

item;Engaging Hydraulic Excavator for removal of existing rocks, existing dry waste, garbage excluding seinorage charges and inlcuding contractors profit and overhead charges complete for finished item of work and as directed by the Engineer-in-charge.

item;Clearing and grubbing land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.excluding seinorage charges and inlcuding contractors profit and overhead charges complete for finished item of work and as directed by the Engineer-in-charge.

item;Cutting of trees,(grith above 1800 mm upto 2700 mm ) including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit.,excluding seinorage charges and inlcuding contractors profit and overhead charges complete for finished item of work and as directed by the Engineer-in-charge.