Uttar Pradesh State Industrial Development Authority Tender

Consolidation of 22.4-53 mm gauge hard stone ballast for 10cm (loose) thick top coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water also including labour for spraying screening material to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer-in-charge.

Water allowance to be allowed between 15 November to 31st May required for proper completion of the work as per direction of Engineer-in-Charge.

Providing and laying factory made chamfered edge cement concrete paver blocks (80mm thick M-40 grade) in footpath, park & lawns driveway or light & traffic parking etc. of required strength thickness and size/shape, made by table vibratory method using PU mould, laid in required color and pattern over 50mm thick compacted bad of coarse sand, compacting and proper embedding/ laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size & pattern, finishing & sweeping extra sand, all complete as per manufacture specifications & direction of Engineer-in-Charge.

Cement concrete with 4cm. gauge stone grit, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, T & P etc. required for proper completion of the work.

Cement concrete with 2cm. gauge stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, T & P etc. required for proper completion of the work.

Providing and applying primer coat with VG-10 bitumen 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.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 perrcent by weight of total mix and faller, transporting the hot mix to wark 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 specification clause No. 505 complete in all respects.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading. premixed with bituminous binder @ 5.4 percent 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 with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complee in all respects. Unit = Cum/Sqm including teack coat using bitumin @ .20kg per Sqm.

Providing and laying of hot applied thermoplastic compound 2.5 mm thiick 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. Rates are including of all taxes, royally etc. all T&P/machine material and labour required for proper completion of work.

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.