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| 1 | Supply & laying of ISI marked 4 core 16 mm sq PVC Insulated Aluminium armoured cable loose in trench/pipe:-Supply & laying of ISI marked 4 core 16 mm sq PVC Insulated Aluminum conductor armoured cable of make Havells/ Finolex/ Ecko/ Lapp/ Cirtina/ Sunhome/ Polycab/ KEI/ Panasonic conforming IS:1554 (Pt.1) amended. The cable to be laid in trench/ pipe as per DSR Code 7.5.1/2018 MV CB PIP-25 Part-II (External). Material Testing report to be submitted and material to be supplied at site after confirmation from Engineer-in-charge. The specification of the cable as below:- i) Conductor – Aluminumii) Core – 4iii) Working Voltage – 1100 Viv) Nominal Cross Section – 16mm2 v) Minimum No. of Wire – 7/6vi) Insulation Thickness – 1.0mm (Nominal)vii) Inner Sheath Minimum Thickness – 0.3mm viii) Outer Sheath Minimum Thickness – 1.40mmix) Nominal size of Armoured Wire/Strip – 4x0.8mmx) Approximate O.D. – 22mmMaximum d.c. Resistance at 20 Deg. C – 1.91 ohm/kmThe work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 2 | Supply & Laying of DWC pipe 51/63mm with hand bockey:- 14.15.1 Supply and Laying of pipe (OD-63 mm & ID-51 mm nominal) Double Wall Corrugated (DWC) With Hand Bockey High Density Polyethylene pipe ISI marked (HDPE Density 240 to 958 KG/Cm3) having corrugation on the outer wall and plain surface inner wall with average wall thickness for outer layer as 1.1+0.1mm and for inside layer 1.2+0.1mm maintenance free, ‘C’ value over 150 with lowest frictional losses, good weathering resistance, with all accessories like socket, bend, couplers etc. conforming to IS 14930/ IS 16205 part ii complete with fitting and cutting, jointing etc.direct in ground (depth as per the direction of Engineer in charge or upto 75 cm below ground level or cutting the road & laying) including excavation and refilling the trench but including sand cushioning and protective covering etc., complete as required and PSEN-50086 (P-I & II) of Make Gemini, Rex, Duraline. The entire satisfaction of Engineer-in-Charge of work. |
| 3 | Supply & Laying of DWC pipe 51/63mm without hand bockey:- DSR 14.16.1Supply and Laying of pipe (OD-63 mm & ID-51 mm nominal) Double Wall Corrugated (DWC) Without Hand Bockey High Density Polyethylene pipe ISI marked (HDPE Density 240 to 958 KG/Cm3) having corrugation on the outer wall and plain surface inner wall with average wall thickness for outer layer as 1.1+0.1mm and for inside layer 1.2+0.1mm maintenance free, ‘C’ value over 150 with lowest frictional losses, good weathering resistance, with all accessories like socket, bend, couplers etc. conforming to IS 14930/ IS 16205 complete with fitting and cutting, jointing etc. direct in ground (depth as per the direction of Engineer in charge or upto 75 cm below ground level or cutting the road & laying) including excavation and refilling of digging including sand cushioning and protective covering etc., complete as required and PSEN-50086 (P-I & II) of Make Gemini, Rex, Duraline. The entire satisfaction of Engineer-in-Charge of work. |
| 4 | FOUNDATION FOR 12.5 Mtr. / 16 MTR. LONG HIGH MAST:Design & casting of foundation with M20 cement Concrete & steel reinforcement suitable for installation of 12.5 Mtr. / 16mtr high mast: (Only RMC Mixture) |
| 5 | DSR ITEM NO. 2.8.1 (CIVIL WORK)Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m 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 50m. All kinds of soil (Size 1600mmx2300mmx2300mm) (Total 1.6mx2.3mx2.3m)= 8.46 cum (2 nos. x 8.46= 16.92cum) |
| 6 | DSR ITEM NO. 5.9.1 (CIVIL WORK)Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete Size 1x2 (3.100+3.100) 0.45 = 5.58 sq.mtr. Size 1 - 1550mm x 900mm = (1.55mx0.9m) = (1.395x4=5.58 sq. mtr.) Size 2 - 250mmx2300mm = (2.3mx0.25m) = (0.515x4=2.3 sq. mtr.) Total (5.58+2.3= 7.88 Sq. mtr.) (2 nos x 7.88= 15.76 sq. mtr.) |
| 7 | DSR ITEM NO. 5.2.2 (CIVIL WORK)Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)Size 1 - 250mmx2300mmx2300mm = (0.25mx2.3mx2.3m) = 1.3225 cumSize 2 - 1550mmx900mmx900mm = (1.55mx0.9mx0.9m)= 1.25 cumTotal (1.3225+1.25= 2.57 cum) (2 nos. x 2.57= 5.14 cum) |
| 8 | DSR ITEM NO. 4.1.11 (CIVIL WORK)b) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) (0.1mx2.3x2.3m =0.52 cum) (2 nos.x0.52= 1.04 cum) |
| 9 | DSR ITEM NO. 5.22.6 (CIVIL WORK)Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars1.Horizontal Bar10mm dia = 48 nos.x 2400mm= 115.2 r.mtr @ 0.62 Kg per mtr.= 71.42 kg2.Vertical Bar 12mm dia =20 nos.x2400mm= 48 r.mtr. @ 0.89 kg/mtr. =42.72 kg3.Horizontal Ring 8mm dia =10 nos.x3200mm=32 r.mtr.@ 0.390kg per mtr.=12.48kg Total (71.42+42.72+12.48=126.62+5% wastage = 132.95 kg) (2 nos.x132.95= 265.9 kg) |
| 10 | Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry 'enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. The work should be executed as per the entire satisfaction of Engineer in Charge |
| 11 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. The work should executed as per the entire satisfaction of Engineer in charge |
| 12 | Dismantling and re-erection of 16 Mtr./12.5 Mtr High Mast. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 13 | Supply and Fixing following rating, four pole, 415 volts, MCB TPN with box complete with connections testing and commissioning etc as required. 63 Amps. |
| 14 | Supply and fixing of 5 CORE x 2.5 SQ. MM Copper conductor flexible wire to be laid inside the high mast as per site requirement for the connection of the LED fittings as per latest IS standards of make Cirtina, KEI, Havells. The work shall be executed to the entire satisfaction of EIC. |
| 15 | Supply & Erection of PVC Insulated sheathed) Copper Conductor Cable ISI marked size 3 core 1.5 mm2.Supply & Erection of ISI Marked PVC insulated 3 core 1.5mm2 cable of Copper Conductor (Sheathed) make Universal/ Finolex/ Lapp/ Polycab/ Havell's/ left bare in pipe of suitable size excluding cost and erection of pipe/pole etc. (i) Cable size 3 core 1.5 mm2 Copper Conductor 1100 Volts Grade. The work shall be executed to the entire satisfaction of Engineer-in-charge. |
| 16 | Three phase, single speed, 6 pole high-powered motor of rating (1 HP) suitable to lift the load mounted on adjustable plate to adjust the length of which motor coupling chain is to be provided in base compartment. The work shall be executed to the entire satisfaction of Engineer-in-Charge. |
| 17 | Erection of high power 200 Watt (Max) LED Flood Light luminaries on 7.5/9 /12.5/16 mtr high mast / High electric pole.The work shall be executed to the entire satisfaction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
