Tender For Provn Of Hard Standing Interlocking Tiles On Road Side Berms From Rp Gate To Hq Coy Of 10 Dogra Anarwala Under Ge Dehradun., dehradun-Uttarakhand

Tender For Provn Of Hard Standing Interlocking Tiles On Road Side Berms From Rp Gate To Hq Coy Of 10 Dogra Anarwala Under Ge Dehradun.; 1 Excavation in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre depth for foundation, manhole etc not exc 10 Sqm on plan and not exc 1.5 metre in depth including getting out in soft/loose soil complete all as specified and directed. 2 M&L Hardcore of broken stone or boulder gauge exc 63mm and not exc 100mm deposited , spread and levelled in layers n.exec 15 cm thick, watered and rolled/rammed to a tue surface complete all as specified and directed. 3 M&L for 100mm thick PCC (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in sub base complete all as specified and directed. 4 M & Lfor sand filling under floors or in foundations including spreading & levelling complete all as specified anddirected. 5 M & L for prepolished coloured(Red/ Yellow) machine pressed/ Vibromatic precast concrete interlocking paver blocks of any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 grade with grey cement and pigment complete all as specified and directed. 6 M&L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. 7 M&L for PCC 1:2:4 type B-1(using 20 mm graded crushed stone agg) as incills, steps; coping, benching and the like including weathering, slightly rounded or chamfered angles and throating etc including necessary form work complete all as specified and directed. 8 M&L for PCC 1:2:4 type B-1(using 20mm graded crushed stone agg) as in apex stone, kerb stone, plinth courses, string courses, lacing courses, parapets and railings upto 60 cminheight, kneelers, road side berms and the like icomplete all as specified and directed. 9 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. 10 Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.

INR 500 /-

INR 29.13 Lakhs /-

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