Uttar Pradesh Housing And Development Board Tender

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level . Thermo- Mechanically treated bars of Grade Fe- 500 D or More.

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge in Cement Mortar.

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like

Making Bandha with filled fine sand bags

Dag belling 15cm (6") deep in one line aligned with flags and jhandies as directed by Engineer-in-Charge.

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.50M lift and 30M lead. the earth from cutting to be used in making embankment or to be deposite as spoil banks with in 30M distance as directed by theengineer incharge excluding royallity

Cartage of earth upto 1KM lead, Including all labour T&P etc. required for proper completion of the work.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Construction of granular sub base layer 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, MORT&H-401 by mixing at place Method

Providing, laying, spreading and compacting graded stone aggregate & stone dust of size 20 mm stone aggregate @ 25 %, 10 mm stone aggregate @ 25 % and stone dust @ 50 % & 22mm macadam 15cm compacted 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 bivratory roller to achieve the desired density (MORT&H Sl.No.406) Page No.110. including mixing, spreading, of cementitious material by rotator including all labour T&P cartage etc. complete in all respects.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and sopraying primer at the rate of 0.75 kg/sqm using mechanical means.( MORT&H No. 502) Curves

Providing and laying 50mm thick dense Graded bituminous mecadum with 100-120 TPH Hot mix plant producing an average output of 75 tones per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.00-4.50% of mix and filler, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and lorred as per clauses 507 to achieve the desired compaction. Sl.No.5.6 MORT&H

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25Kg per sqm. On the prepared bituminous granular surface cleaned with mechanical broom. (S.No. 5.2 Page No. 124) S.I. No. 503

Providing and laying 40 mm thick semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.0% of mix & filler transporting the hot mix to work site. laying with ghdrostatic paver finisher with sensor control the required grade, level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification caluse 508 complete in all respects.

Providing & laying hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads &250 gm/sqm Area thickness of 2.5mm is exclusive of surface applied glass beads as per I.R.C.35. The finish surface to be level, uniform and free from streaks and holes, composition of thermoplastic material shall be as per table 800-3 of clause 803 of MORT&H including cost of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer-in-charge.

Reflecitive Raised Pavement Markers (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with made of plastic body of RPM/Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. Thre Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses contaning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D799 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10mm and shall not exceed 20mm & amp; width shall not exceed 130mm. The base of the marker shall be flat within 1.3mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be the Engineer, at his own cost. The rate shall include all materials, labour, T&, P, transportaion, installation and incidentals all complete as per direction of the Engineer-in-Charge. [Cat Eye spacing 3.00mtr along central line of road]

Supply & Laying of 80mm thick Precast cement concrete I-Shape or zigzag Interlocking paver blocks with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. Cement, smooth high gloss finish, skid resisrant, manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30MPA (M-30) and Weigt 5kg per No. confirming to IS.:15658-2006 including cost of material, labour,T&P etc required for proper completion of the work as directed by Engineer-in-charge i/c cost of local sand 5cm thick layer.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. All kinds of soil

Disposal of surplus earth/malwa upto at 5KM from site.