Tender For Detailed Estimate For Proposed Flagpole At Lucknow University Of Second Campus. - Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m as per DSR No. 2.28.1 2 Earth work in excavation by mechanical means ( Hydraulic excavator) manual means over areas (exceedi 30cm in depth, 1.5m in width as well as 10 sqm. On plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m. As directed by Engineer- incharge ordinary rock. 3 Upto 1500mm as per DSR No. 2.8.1 4 From 1500mm to 3000mm as per DSR No. 2.8.1+2.26 5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:4:8 (1 cement:4 c/sand (zone-III):8 graded stone aggrega 40mm nominal size) as per DSR No. 4.1.8 6 Providing and layingin position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -all work up to plinth level 1:1.5:3 (1 cement:1.5 c/sand (zone-III):3 graded stone aggregate 20mm nominal size) note cement shall be of ultratech/ambuja/birla/J.K. the date of manufacture should be clearly visible on the cement bags as per DSR No. 5.33.1 7 Same as above but R.C.C. raft footing in 1:11.5:3 mix concrete as per DSR No. 5.33.1 8 12mm cement plaster of mix:1:3 (1 cement: 3 fine sand) as per DSR No. 13.5.2 9 Providing and fixing 18mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:3 (1 cement:3 c/sand), joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. area of slab over 0.50sqm as per DSR No. 8.2.2.2 10 Centering and shuttering including strutting propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete. 11 Footing as per DSR No. 5.9.1 12 Column as per DSR No. 5.9.6 13 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and bindi all complete upto plinth level. Thermo-Mechanically treated bars Fe- 500D. Steel shall be of tata/sall as per DSR No. 5.22.6 14 Supply of 30.50mtr flag mast with technical specifications of make. Bajaj/philips/ valmont/equivalent NISER approved make with design standard basic wind speed 47.0m/sec as per IS: 875 (part-3), desing life of 25 years with terrain category-2 and topography:flat, No. of sections:3, material (shaft or gussets etc.) of high tensile steel sheets conforming BS EN 10025 S355 grade, finishing with hot dip galvanization conforming BS EN ISO 1461, Base and top dia (A/F) @ 540mm and 150mm respectively (tolerance-0/+3mm), with plate thickness (top-4mm, middle-5mm,bottom-6mm), high mast natural frequency calculation conforming SABS 0225 with flange/door stiffner as per IS-2062. Thecrossection of mast standard shall be 20 sided polygonal shaft along with opening and door at base as per BS EN IS 1461 (1200x300mm) The diameter of base plate shall be 730mm and thickness shall be 30mm having 12 Nos 32mm hole to suitable for M30x850Lg anchor bolt etc. complete with 12 Nos. stiffner plates and 2 No. lifting log as per direction of Engineer-in-charge. The shaft shall be PU painted (white in colour) with a base coat of Etch primer an primer. It shall also include FRP decorative dome on top of the flag mast as per direction of EIC. 15 Supplying of system for raising lowering of flag which shall have double drum winch, SWL 70kg ( SGDD) 30/6 PB: Integral motor with motor with capacity 2 H.P. no. of speed 6/4 pole single speed with mechanical tripping facility It shall have the wire ropw SS galvanised @ 6mmdia for flag and for balance weights as M.R. 16 Supply and fixing of foundation bolts conforming TS 600N/sqmm, M30x850mm length, YS-405N/sqmm, manufactured from special steel along with nuts, washers, anchor plates and templates etc. complete as per design standard or direction of EIC. 17 Supply of 6 meter ocagonal pole and foundation bolt 18 Supply of FRP dome 19 Supply of control panel (feeder piller) 20 Supply of system for LED aviation light of bajaj/philips/valmont make or equivalent etc. complete. 21 Supply of LED floodlight type @300 watt LED of bajaj or philips or prient make etc. complete. 22 Provision of G.I. pipe earthing for high mast with 2.5mtr. Long 40mm dia G.I. pipe including connection to hig mast earth terminal with 25x3mm G.I. flats with all the materials including labour (2 No. per mast required etc. complete as per Design or direction of EIC. 23 Supplying of Indian national flag of size 20x30 with 100% knitted polyster with reinforced super storng nylon webbing on all three sides and rope/toggle sleeve etc. complete as per relevant IS code. 24 Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench et as required 4cx16 sqmm FOR 350 W LED light 25 Laying and fixing of one number PVC insulated and PVC sheathed/SLPE power cable of 1.1 KV grade following size on wall surface as required 4cx16sqm. For LED aviation light 26 Supply and making end termination with brass double compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade as required 4x16 sqm. (28mm) 27 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required G.I. wire shold come from the base of foundation of 30.5 mtr. Hig mast and 5 meter G.I. pole and connec to diffect parts of panel and pole 28 Supply and laying 25mmx5mm G.I. strip at 0.50 metre below ground as strip earth electrode, includi connection/terminating with G.I. nut bolt, spring, washer etc. required, ( Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spacedat 50mm and welding and corrosion 29 Erection of flag mast with the help of suitable equipment & assembly of operating system (Crane etc.) 30 Transport Charges
