Tender For Hind Nagar War Work Of Interlocking And Tin Shed Gate At Chhath Pizza Park Opposite Ganga Children Hospital In Sec D - Site Visit & Photograph 2 Earth Work In Excavation By Mechanical Means. (Hydraulic Excavator) / Manual Means In Foundation , lucknow-Uttar Pradesh

Tender for Hind Nagar War work of interlocking and tin shed gate at Chhath Pizza Park opposite Ganga Children Hospital in Sec D - Site Visit & Photograph 2 Earth work in excavation by mechanical means. (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm. on plan), including dressing of sides and ramming of bottoms, lift upto 1.5. m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m (DSR2 8. 1) 3 C.C 1:5:10 (1 Cement: 5 Coarse sand(Zone-III) derived from natural sourse 10 graded stone aggregate 40mm nominal size derrived from natural source (DSR 4.1.10) 4 Brick work with common burnt clay F.P.S(Non Modular) bricks of class designation 7.5 in foundation and plinth in (1:4 cement and mortar )including all material labour t&p complete (DSR 6.1.2) 5 Construction of granular sub base by providing well graded material spreading in uniform layers with mortar grader on prepared surface, mixing by mix in place. method with rotavater at OMC,and compacting with vibratory roller to achieved the desired density complete as per clause. 6 Providing and Laying of Interlocking Concrete Block pavement with 80mm thick ICBP having strength not less than 30KN/sqmt. Complete as per Technical Specification Clause 1500. 7 Providing and laying damp-proof- course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone III) derrived from natural sourse 4 graded stone aggregate 12.5 mm nominal size derrived from natural sourse (DSR 4.10) 8 Provision of inaugration stone including construction of brick masonary padestasi in 1:4 cc/s mortar and 12mm plaster in 1:4 cement c/s mortar.i/c fixing with all material labour t&p complete amd photography. 9 Wicket gate 10 Pinting work for MS truss work 11 Providing and fixing bolts including nuts and fastners complete. (DSR10.20) 12 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes. (DSR 10.16.3) 13 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. 14 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge.Ridges plain (500-600mm) (DSR 12.51.1) 15 Providing Hydra crane for erraction of M.S. structure including driver, helper & hire charges (for 8 Hours) 16 Earth work in excavation by mechanical means. (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm. on plan), including dressing of sides and ramming of bottoms, lift upto 1.5. m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m (DSR2 8. 1) 17 C.C 1:5:10 (1 Cement: 5 Coarse sand(Zone-III) derived from natural sourse 10 graded stone aggregate 40mm nominal size derrived from natural source (DSR 4.1.10) 18 RCC work in 1:2:4 19 MS work for RCC work i/c all cost of binding wire i/c all material, labour etc. req. for proper completion of the work.

INR 590 /-

INR 4.44 Lakhs /-