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| 1 | Supply , Installation , testing and commissioning of standard 4.0 Mtr. High (above ground) hot dip galvanized (grading of galvenisation average 70 micron or better as per IS 2629 or equivalent) pole, with stiffener, chain, allen bolt, foundation, single arm bracket, template, nut and bolts galvanized, factory finish base plate of size 200x200x12mm etc complete as required. The pole shall be made of 3mm thickness sheet with tolerance of +/- 5%. The column shall also be provided with flush door at the bottom with proper strengthening to the cutout of the door opening, a junction/loop box with heavy duty 3 phase , 32 Amp. connector with 16A DP MCB including all accessories complete as required derected by E/I.(Make - G.E./Philips/Bajaj) |
| 2 | S/Fixing of LED Street Light fitting having die cast Aluminium body and difuser with driver set suitable for 52 to 72 watt. Confirming to IP-66 and above protection. Complete in all respects. (PS No. 1422) Cat-AA |
| 3 | Numbering of Pole with combination of yellow and black colour paint etc. complte in all respects as per direction of E/I. (AOR) |
| 4 | Dismantling of pole/Street Light standard /strut embedded in cement concrete foundation etc. as required (DSR-2018/item no. 12.42 P-46) |
| 5 | 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.(Kalinga, Grandlay, Skytone, Havell\"s make) |
| 6 | 4) 16 Sq.mm. 4 Core |
| 7 | 5) 50 Sq.mm. 3.5 Core |
| 8 | S/F of cable Lug(socket) to the cable lead. Complete in all respects as per PS No. 504 |
| 9 | 1- 16 Sq.mm. |
| 10 | 2- 50 Sq.mm. |
| 11 | S/Laying of90 mm dia (OD 90 mm & ID 76 mm nominal) size of (DWC) HDPE Pipes ISI marked along with 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 |
| 12 | S/Laying of63 mm dia (OD 63 mm & ID 51 mm nominal) size of (DWC) HDPE Pipes ISI marked along with 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. 14.16.1 page no. 49 |
| 13 | Supply and fixing of 40 Amp TPNcapacity of automatic street light cubical control panel painted with anti corrosive alkali and acid proof paint crossing of time switch TSO 100 series with contractors, HRC fuse, isolating swtich metering instrument & instrument box with CTs etc. in case of TPN, Complete in all respects. as per PS No. 807E |
| 14 | 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 |
| 15 | Supply and erection of overhead line with G.I. wire no. 8 to 4 SWG on pole/service bracket including bingind etc.P.S. No. 628 |
| 16 | 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 getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m. The contractor has detect different utilities like sewer line, water supply line, electric cable, Telephone cable, Gas pipe line etc. using utility detecting machine before start of excavatiob and shall start excavation only after permission of Engineer in charge. All kind of soil.AOR (136.00 +GST) |
| 17 | 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.AOR (93.0 +GST) |
| 18 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 19 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). (AOR) |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for : -a)-Foundations, footings, Bases of columns, etc. for mass concrete (AOR) |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. -a)-Cold twisted bars. (AOR) |
| 22 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level |
| 23 | a)- 1:3:6 (1 Cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 40 mm nominal size) |
| 24 | b)- 1:2:4 (1 Cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size). |
