Municipal Corporation Tender

OD20095/2023-2024:Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as reqd.

OD20093/2023-2024:Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required. Upto 35 sq. mm

OD20094/2023-2024:Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Upto 35 sq. mm

OD20092/2023-2024:S & L of following size DWC HDPE pipe ISI marked along with all accessoried like socket ,bend,couplers etc. Confirming to Is 14930, Part II complete with fittings and cutting jointing etc. Diret in ground (75 Cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covring etc. complete as reqd. (a) 63 mm dia (OD-63mm & ID-51 mm nominal.)

OD20098/2023-2024:Supply and Fabrication of Pole protection system made up of 8 SWG STel wire mesh of size 25mmx75mm rectangular with 50 mmx50mmx6mm MS angle iron for supporting the mesh i/c MV Danger plate and grounding the protection system in suitable quality of CC etc.

OD21195/2023-2024:SR 14.6 Excavation of the cable trenches in hard rock not exceeding 1.5 meter in width, and lift upto 1.5 meter, including getting out the excavated soil and disposal of excavated soil as directed within a lead of 50 meter.

APPROVED RATES

122.1.3:Supply of XLPE insulated PVC sheathed Al. Conductor Armoured Cable 1.1KV grade conforming to IS-7098 of following size:-2C*10 sqmm

122.2.19:Fabrication,Supplying,Installation,testing,Commissioning of 12 mtr high mast System with its accessories ,Mast shaft shall be in one section , hot dip galvanized 4mm thick(Single dip ) inside & out sides &suitable for wind velocity as per IS 875 part3 .There shall be in longitudinal seam weld per section and No circumferential weld. It should also included accessories For High Mast head frame ,2 point suspension system, 5*2.5 sqmm Cu conductor with steel wire rope 5mm dia. (7/19construction) single drum winch ,galvanized lantern carriage arrangement suitable for 4/6 Nos. Flood Light luminaries symmetrically And its control gears boxes and lighting finial ,the mast shall have integral type manual tool mounted at the base compartment of its raising and lowering operation with foundation bolts and Anchor plate and control panel housing suitable RCC (1:2:4) shallow foundation of size 1m(L) x 1m wide and 2m deep i/c excavation of earth, providing cutting, bending and placing in position, reinforcement of cold twisted bars of 12 mm dia -2100mm long (approx.) - 16 nos.and reinforcement of cold twisted bar of 8 mm dia - 3700 mm (approx.) - 13 nos. (with 150 mm spacing) as required with positioning of foundation bolts and providing DWC HDPE pipe for cable entry & exit as required for the high mast considering The safe soil bearing capacity at site as 10T/sqm at 2mts. Depth with all material i/c 4Nos S.P MCB,63Amp.DPIsolator etc as reqd. Logo/Name of manufacturer shall be embossed on the pole. Galvanization as per relevant IS.

122.2.30.a:SITC of 150W LED Flood Light luminaire fitted with lens, made of pressure die cast aluminium housing & toughened glass cover complete with the following specification as reqd with IP 66 protection (a) Total system wattage =150 watt +/- 5% (b) Luminaire Efficacy=100 Lm/w (c) Power Factor=0.95 (d) Protection Class- IP-66

CIVIL ITEMS

110.10:Providing and fiving name board made of MS Sheet 90x60cm, 1mm thick with frame of MS angle 50x50x6mm, two diagonal braces at the back of the sheet of MS flat 40x6mm, total height of the board above ground level 2.40m, length of legs below ground 0.30m embedded in CC block 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 30x30x45cm including excavation and removal of surplus earth with in 50m lead, applying priming coat of approved steel primer, painting with synthetic enamel paint of approved quality and lettering with enamel paint of approved colour (one side) as per drawing/direction of Engineer-in-Charge

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)