Tender For Maintenance of Park Light (Annual Maintenance Of Park Light In Different Block Park ) Sector-33,34,35,49, 50, 51, 52, 53 And 61, Noida - 1 Providing and making steel pole collar with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) of specified size and shape including form work, plastering if required, curing etc. as required. (Volume of pipe/pole not to be deducted)(Electrical DSR-18/Ite. No. 11.5 ) 2 S/F of sintex type junction box model no. IIGSJB 2817 of size 240x130x110mm with hinges and locking arrangment & MS clamp of 50x6mm flat, complete in all respects including 2 no. G.I pipe 1.5 dia having 1.0 meter length each and chuck nut for cable connection etc. as per direction of E/I. (AOR) 3 Supplying and laying of aluminium conductor PVC insulated armoured, served, sheathed cable 1100 Volts grade at a depth of 750 mm. below ground level over a cushion of 75 mm. thick sand alround and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. Clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respects. the armouring of the cable shall be properly connected with the earth conductor by clamps etc.(Polycab, KEI, Grandlay, Gloster, Havells make) 4 (1) 16 Sq.mm. x 2 Core(PS No. 501) 5 (2) 25 Sq.mm. x 2 Core(AOR) 6 (3) 70 Sq.mm. 3.5 Core(PS No. 501) 7 (4) 16 Sq.mm. x 4 Core(PS No. 501) 8 S/F of Palm or Pin type copper tin plated cable socket (lugs)to the cable lead insulation with tape and making connections complete as per direction of E/I. P.S. No. 504 9 1- 16 sq. mm 10 2- 25 sq. mm 11 3- 35 sq. mm 12 4- 70 sq. mm 13 Supply and making strait through joint with cast resin compound including ferrules and other joints material for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor cable of 1.1 KV gradeas required (Electrial DSR-2014, Item No. 9.3 P-32) 14 a) 2x16 sq. mm ((Electrical DSR-18/Ite. No. 9.3.1 pg.34) 15 Supply and burying of 600 mm x 600 mm x 6.0 mm GI plate, vertically for eathing with its top at least 3 meters below ground level complete with 20 mm dia. GI Pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG GI wire in 15 mm. dia. GI Pipe up to switch board30 cm. square CI Frame with hinged cover, masonry housing, alternate layers of charcoal/coke and salt at least 150 mm. thick alround etc. as per direction of Engineer-in-charge complete in all respects . PS No. 702 16 S/Laying of90 mm dia (OD 90 mm & ID 76 mm nominal) size of (DWC) HDPE Pipes ISI marked along wigh all accessories like socket, bend, couplers etc. conforming to IS 14930, Part-II complete with filling and cutting, jointing etc. direct in ground ( 75 cm below ground level) including excavation and refilling the trench pat excluding sand cushioning and protective covering etc. Complete in all respects. Rex/Duraline/Time/CPE make. as per DSR 2018 item no. 14.16.2 page no. 49 17 Demolishing cement concrete manually/ by mechanical means including disposal of material with in 50 Mtr. Lead as per direction of E/I. Nominal concrete 1:3:6 or richer mix(i/c equivalent design mix) (AOR) 18 Hiring of welding set charges running time @ 6 hrs (AOR) 19 Hiring of Gas cutter set with oxygen and LPG running time 6 hrs (AOR) 20 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 21 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kind of soil.DSR 2.6.1 (Rate as per TAC order) 22 Filling available excavated earth( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. 2.25/P-67 (Rate as per TAC order) 23 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.(AOR) 24 Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). 25 Providing and laying 60mm thick factory made cement concrete interlocking paver block kof M-30 grade made by block making machine with strong vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of E/I (AOR) 26 Supply & erection of overhead line with G.I. wire no. 8 to 4 SWG on poles/serivce bracket including binding etc. complete in all respect. as per PS No. 628 27 Supply and buring of safe earthing electrode T-19 (Hot dip galvanized), length up to 3000mm outer type 50mm, inner pipe, 25mm terminal dia 12mm, outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip galvanization up to 100 micron filled with crystalline conductive mixture(CCM) having anti corrosive & conductive property with 50 Kgs activated soil (BFC) capable of reducing the soil resistivity with good micture of retaining capicity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25x3 G.I. strip will be extra as per PS No. 725B
