REPAIRS TO HARD STANDING, FOOTPATH/APPROACH ROAD, SEWAGE LINE, SEPTIC TANK AT TECHNICAL AREA OF ARDE, JCDA, DSC LINE, GOLE MARKET UNDER AGE B/R PASHAN

Dismantling of plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed.

Supply and fix Plain, galvanished, mild steel sheeting, 1 mm thick in ridges, hips, valley gutters, drip & straight flashings at any height including necessary scaffolding (length & grith as fixed) with grade of zinc coating 275 complete all as specified and directed.

Supply and fix Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.

Material and labour for Excavation in post holes (Or similar holes) each not exc 0.5 cum in hard/dense soil getting out removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed.

Material and Labour, for PCC (1 : 3: 6 ) type C2 using 40 mm graded stone aggregate as in fdn filling and mass concrete complete all as specified and directed.

Supply and fix rolled mild steel work in tubular trusses, post, rafter, purlin etc including special shaped washer etc. complete using ERW or induction butt weleded tubes confirming to IS-4923-1997 YST 310 etc. complete all as specified and as directed.

Demolition of reinforced concrete of any description and in any position not otherwise sepcifically provided complete all as specified and directed.

Material and Labour for mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for hoopping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing clip, Complete all as specified and directed by Engineer-in-Charge.

Material and labour for Precast RCC (1:2:4) type B1 (using 20mm graded stone aggregate), in cover slabs of manholes, open drains inclusive of form work set in CM (1:6) complete all as specified and directed. (Reinforcement shall be measured and paid separately)

Excavating in trenches, not exc 1.5 metre wide and not exc 1.5 metre in depth; for foundation, etc. and getting out soft/loose soil complete all as specified and directed by Engineer-in-Charge.