PROVIDING/LAYING/INSTALLATION OF BC 30 MM THICK, BM 50 MM THICK, TACK COAT AND BERM FILLING, THERMOPLASTIC PAINT FOR EDGE MARKING, AND BLANKETING, ILCB, CAT EYES AND DELINEATORS ON INTERNAL RD OF HQ CE (P) SEWAK COMPLEX AT DIMAPUR IN NAGALAND STATE

Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of bitumen of appropriate grade not less than @2.5 Kg/10 Sqm conforming to table 505-5 of MORT&H specifications for Road and Bridge Works (Fifth Revision). on existing bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision)

Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and compaction BC 30 mm thick layer Pre-coated aggregate physical requirement/grading/mix composition confirming to Table: 500-16 and aggregates satisfying the physical requirement of table 500-17 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) requirement as per Clause 507 of MoRT&H Specifications for Road and Bridge Works (5th Revision) for resurfacing work.

Providing and Mixing of stone aggregate in Hot Mix Plant, laying and compaction BM 50 mm thick layer Pre-coated aggregate physical requirement/grading/mix composition conforming to Table: 500-7 and aggregates satisfying the physical requirement of table 500-06 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 3.4% bitumen (bitumen of appropriate grade as per particular specifications Para 3.2.1) by weight of total mix complete in all respect and all as specified and directed by Engineer-in-Charge.

Earth work in berm filling with selected earth free from roots etc spreading in layers not exceeding 30 cm including watering, rolling & finishing to required slope conforming to clause 305 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and notes of Sch ‘A’ and as directed & approved by Engr-In-Charge

Excavation in trenches not exceeding 1.20 m width and 1.50 m depth in all kinds of soil for foundations, road furniture, ILCB, including setting out, dressing of sides, trimming and levelling of bottom, ramming shoring and strutting where required, dewatering, protection of existing services, stacking of serviceable excavated material, and disposal of surplus/unserviceable material as directed by the Engineer-in-Charge, complete in all respects.

Providing and laying Plain Cement Concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate of 40 mm nominal size) in foundations, edge protection of ILCB, bedding, anchor blocks or other locations, including mixing, placing, compacting, finishing and curing complete, all as specified and directed by the Engineer-in-Charge

Providing and laying of sand blanketing of depth 25 mm, compacting with power roller all complete.

Providing of Precast Interlocking Concrete Blocks (PILCB) of size 225 mm x 112 mm x 80 mm with tongue and groove interlocking arrangement conforming to IS: 15658-2006, M-40 grade for roads/vehicular road, filling of ILCB joints with fine sand including cost of sand all as specified and directed

Laying of Precast Interlocking Concrete Blocks (PILCB) of size 225 mm x 112 mm x 80 mm with tongue and groove interlocking arrangement conforming to IS: 15658-2006, M-40 grade for roads/vehicular road, filling of ILCB joints with fine sand including cost of sand all as specified and directed.

Providing and fixing Solar Powered Road Delineators comprising UV-stabilized polycarbonate/aluminium housing, high-intensity retro-reflective sheeting on both sides, ultra-bright LED lights, mono-crystalline solar panel, rechargeable maintenance-free battery, automatic dusk-to-dawn operation with in-built photo sensor, IP67/IP68 weatherproof protection, complete with galvanized mounting post/bracket, foundation, all fastening arrangements, testing and commissioning, including all labour, materials, tools and plants, complete in all respects as directed by the Engineer-in-Charge.