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| 1 | Schedule ‘A’ Part-I: Re-surfacing of Helipad at Bn HQ Zunheboto of 11 ARScarifying metalled (water-bound) road surface inculding disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 2 | Providing and laying bituminous macadam using crushed stone aggregates fo specified grading premixed with bitumious binder, transported to site by tippers, laid over a previously prepared surface with paver finisher quiped with electronics sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifiacation and directions of Enginner-in-charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH Capacity. |
| 3 | Providing and laying semi-dense Bituminous concrete using crushed sotne aggregates of specified grading, premixed with bituminous binder and filler, trasporting the hot mix to work site by tippers, laying eith paver finisher euipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per secification, complete and as per directions of Engineer-in Cahrge. 25 mm 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. |
| 4 | Providing and applying2.5 mm thick road marking strips (retro reflective)of specified shade/ colour using hot thermmoplastic material by fully/ Semi -automatic thermoplastic paint applicator machine fitted profile shoe heater, driven by experienced operator on road surface inculding cost of material, labour, T&P, cleaning he road surface of all dirt, seals, oil grease and foreing material etc. complete as per direction fo Engineer-in-charge and accordance with applicable specifications. |
| 5 | Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia dul powder coated anti-rust and anti-theft steel to be installed as per direction of Engineer-in-charge. |
| 6 | Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by reming watering etc., disposing of surplus excavted soil a sdirected with in a lead fo 50 mm and lift upto 1.5 m. All kind of soil. |
| 7 | S&F Road sstud ( Cat Eyes ) size 100mmX100mX16 to 20mm thick, heavy duty body made of poly-carbonate moulded body with electronically welded prismatic lens on both sides for maximum reto reflection in wet and dry condition and stud to be fixed on road surface using with bituminous adhesive as per procedure recommended by the manufacturer completer all as s pecified and direvted by Enginner-in-Charge. |
| 8 | S&F in repair solar powered road stud, self eluminating fushings typw aluminium alloy ody of size 125 mmX125mmX25mm ( shank 65 mm),100% water proof, having 3 NosLEDs for biodirectional efficiency mono solar panel 2.4 V/0.3 watt one NI-ed rechargebale battery ( 1.2 v/1600MA ) consisting of super bright LED with 10000 to 18000 Mcd fixed to bituminous road surface using bituminous adhesive as per procedure recommended by the manufacturer complete all as specified and directed by Engineer-in- charge. |
| 9 | Schedule ‘A’ Part-II: Re-surfacing of Helipad at COB Atoizu of 11 ARScarifying metalled (water-bound) road surface inculding disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 10 | Providing and laying bituminous macadam using crushed stone aggregates fo specified grading premixed with bitumious binder, transported to site by tippers, laid over a previously prepared surface with paver finisher quiped with electronics sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifiacation and directions of Enginner-in-charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH Capacity. |
| 11 | Providing and laying semi-dense Bituminous concrete using crushed sotne aggregates of specified grading, premixed with bituminous binder and filler, trasporting the hot mix to work site by tippers, laying eith paver finisher euipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per secification, complete and as per directions of Engineer-in Cahrge. 25 mm 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. |
| 12 | Providing and applying2.5 mm thick road marking strips (retro reflective)of specified shade/ colour using hot thermmoplastic material by fully/ Semi -automatic thermoplastic paint applicator machine fitted profile shoe heater, driven by experienced operator on road surface inculding cost of material, labour, T&P, cleaning he road surface of all dirt, seals, oil grease and foreing material etc. complete as per direction fo Engineer-in-charge and accordance with applicable specifications. |
| 13 | Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia dul powder coated anti-rust and anti-theft steel to be installed as per direction of Engineer-in-charge. |
| 14 | Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by reming watering etc., disposing of surplus excavted soil a sdirected with in a lead fo 50 mm and lift upto 1.5 m. All kind of soil. |
| 15 | S&F Road sstud ( Cat Eyes ) size 100mmX100mX16 to 20 mm thick, heavy duty body made of poly-carbonate moulded body with electronically welded prismatic lens on both sides for maximum reto reflection in wet and dry condition and stud to be fixed on road surface using with bituminous adhesive as per procedure recommended by the manufacturer completer all as s pecified and direvted by Enginner-in-Charge. |
| 16 | S&F in repair solar powered road stud, self eluminating fushings typw aluminium alloy ody of size 125 mmX125mmX25mm ( shank 65 mm),100% water proof, having 3 NosLEDs for biodirectional efficiency mono solar panel 2.4 V/0.3 watt one NI-ed rechargebale battery ( 1.2 v/1600MA ) consisting of super bright LED with 10000 to 18000 Mcd fixed to bituminous road surface using bituminous adhesive as per procedure recommended by the manufacturer complete all as specified and directed by Engineer-in- charge. |
| 17 | Schedule ‘A’ Part-III: Provision of Helipad at COB Chare of 11 AR at Bn HQ ZunhebotoEarth work in excavation by mehanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1..5 m in width as well as 10 sqm on plan ) inculding getting out disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in Charge. All kinds |
| 18 | Supplying and Stacking at Site. 90 mm to 45 mm size stone aggregate. |
| 19 | 1:5:10 (1Cement : 5 CoarseSand(Zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived form natural sources ) . |
| 20 | 1:2:4 (1Cement : 2 CoarseSand(Zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived form natural sources ) . |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. fjor mass concrete. |
| 22 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. ( Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS: 1838 for fibre board and IS: 1834 for hot sealing bitumen compound garde A.) |
