Bulandshahr Development Authority Tender

Providing and applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg. per sqm. On the prepared bituminous/ granular surface cleaned with mechanical broom. Including cost of Emulsion, all material, labour, T&P, labour cess and all taxes complete. As MORTH clause 503 for DGBM.

(D.B.M.) Providing and laying dense graded bituminous macadam with 100 TPH batch type HMP producing an average output of 30 cum per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5% by weight of total mix and filter, 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 MoRT &H Specifications Clause 507 complete in all respects.

Providing and applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg. per sqm. On the prepared bituminous/ granular surface cleaned with mechanical broom. Including cost of Emulsion, all material, labour, T&P, labour cess and all taxes complete. As MORTH clause 503 for B.C.

Providing and laying bituminous concrete 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 VG -40 @ 5.40 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

Road Safety and Signage Work

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. [S.I. No. 251(a)

Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.Including all type of taxes,octroi,toll taxes,labour cess ,cost of all material,labour T&P etc required for proper completion of work as per Direction of E/I.But excluding GST (PWD SI NO.281)

M-150 Brick work in 1:4 cement & coarse sand mortar in Super Structure including supply of all materials labour, tools & plants etc.S.I.No.305+309)

Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. As per S.I. No. 279(a)

Provinding 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. [DSR-22.02]

Provinding and laying of hot applied thermoplastic compound 5.00 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 5.00 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. [DSR-22.03]

Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrene acrylonitrite) or HISP (Hi-impact Polystyrene) or acrylonitrite butadiens with (ABS) . The marker shall supported a load of 1335 kg tested in accordance with ASTMD 4258 and its reflective panels shall consists of number of lenses containing single or dual Prismatic cube of providing total internal reflection of the light entering the lens face. Retro reflecting surface shall preferabiy be 35 ± 50 to base and area of each retro reflecting surface shall not be less than 13.0 sqcm road stud shall be legibly marked with name trade mark or other means of identification of the manufacturer. Dimension of road studs should not be less than 100mm x 100mm x 10 mm (With shank) [DSR - 22.00]

Providing and fixing of 90 cm equuilateral triangle signboard retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60 [DSR - 22.20(i)]

Providing and fixing of 60 cm circular Speed Limit Board retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60 [DSR - 22.20(iii)]

Supply, fixing and hoisting of 6.00 - 7.00 M span cantilever structure in position with two vertical post of 6.00 metre clear height from the top of RCC Foundation made of 300mm dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffeners and two numbers 10mm thick MS plate at top welded with picture of 50 mm and NB(M) pipe comprising of horizontal, vertical pipe of 40mm NB(M) and bracing pipe of 32 mm NB(M) as per structural design requirements and approved drawing with vertical and literal clearance given in clause 802.2 and 802.3 including one coat of primer and two Court of synthetic enamel paint on the whole structure and installed as per clauses 802.7 over design supported system made up of concrete including excavation, lean concrete with 1:4:8 cement, coarse send and approved 20mm grit and RCC 1:2:4 with cement, coarse sand and approved 20mm grit complete for fixing the complete structure in position as per direction of Engineer-in-charge with 7 year warranty. Rates including design, fabrication, supply transportation and erection of the sign board and also inclusive of all taxes etc, all T&P, machine, material and Labour required for proper completion of the work. Note- The composite warranty jointly signed by original manufacturer and authorised converter of at least seven years shall be fuinished on non judicial stamp of required denomination for complete structure but excluding GST. [DSR - 22.04]

Demolishing R.C.C. work by mechanical means and stockpiling at designated locations & disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable & unserviceable material separately including cutting reinforcement bars As Per DSR15.58