Uttar Pradesh State Industrial Development Authority Tender

Consolidation of 45-63 mm gauge hard stone ballast for 10cm (loose) thick inter 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.

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 applying tackcoat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existion road surface as per specifications. on W.B.M.@ 0.35 kg/sqm. Road Area as per DSR-2014 item No. 16.30.1

Surface dressing on new surface with paving butumen of grade VG-10 of approved Quality Using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tone capacity etc. complete:

Providing and laying 50 to 100mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specification to achieve the desired compaction and density, complete as per specificaitons and direction of Engineer-in-Charge.

Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on bituminous surface @ 0.30kg per Sqm.

Providing and laying bituminous Concrete 25/40mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weigh of total Mix) and lime filler @ 3% (Percentage by weight of Aggregate) prepared in batch Type Hot Mix plant of 100-120 TPH capacity.using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specification to achieve the desired compaction and density, complete as per specificaitons and direction of Engineer-in-Charge.

A- 40mm compacted thickness

B- 25mm compacted thickness

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 inclusibe 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.