Municipal Corporation Tender

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 Finolex/ Lapp/ Polycab/ Cirtina/ Havell's/ left barel/ Panasonic 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.

S&E of Outdoor type both side openable M.S. Cubical Pedestal of size 900mmx 600mm x350mm fabricated from 16 G.M.S. sheet welded on M.S. angle iron frame of size 50mmx 50mm x6mm with 4 Nos. legs of angle iron of same size each of length 600mm with M.S. sheet of size 100mm x 100mm x 6mm thick at the bottom of the legs. The front side of the pedestal should be openable with hiunged door provided with Godrej type handle and L-key locking arrangements (with 2 sets of L-key). A 'U' type support made from M.S. sheet of 16 G having width 75mmx 6mm be welded vertically in the inner side of the door to avoid entry of water. The door of the pedestal should be provided with rubber gasket to avoid entry of other insects etc. The top of the pedestal shall be covered with canopy made out of 16 G M.S. sheet projected outside to avoid entry of water. Four No. supporting members each of size 50mm x 6mm thick according to cubical size shall be welded for mounting switcher gear i.e. ICTPN, BBC, Timer and energy meter etc. The Pedestal shall be painted with two coats of P.O. red paint after applying one coat of red oxide. One No. The legs of the pedestal shall be embedded in the 1:2:4 C.C. mixture by digging 1' deep pit of 1' dia.The letter 'M.C.C.' in 4" size shall be written on the front door of the Pedestal. The job also included supply and erection one no. wooden plank/ board of size 1’-6’’ x 1’-6’’ and 25mm thick suitable for fixing energy mater including cost of screw, nuts and bolts in cubical pedestal complete in all respect. The pedestal will be housed on RCC foundation, Snowcem and platform of size 900 mm deep (450 mm underground and 450 mm above ground x 610 mm long x 360 mm wide including sufficient number of DWC pipe size of 51/63mm pieces to facility to entire the main cable and the circuit cable. The work shall be executed to the entire satisfaction of Engineer-in-Charge.

Supply & Erection of Three Phase Aluminium Bus Bar Supply & Erection of Three Phase Aluminium Bus Bar of size 300mmx25mmx5mm with L type fuse unit to be fixed on Porcelein insulators in the existing pedestal with required nuts, bolts & M.S. sheet. The fuse links should be equal to the number of outgoing circuits. The work shall be executed to the entire satisfaction of Engineer-in-Charge.

Supply & Erection of Three Phase Automatic Timer and Contactor assembled in 22 gauge CRCA sheet enclosure duly powder coated with the following accessories (Three Phase) of Make Amsons/ L&T/ Scheinder or equivalent as approved by the Engineer-in-Charge. It shall conform to latest relevant IS Code:- 1. It shall have 3 contactors of capacity 40 Amp. each of made BCH, Legrand, L&T or Siemons. The contractor should be of AC-3 duty 2 pole, 220/240 V coil Voltage. 2. It shall have Auto/Manual switch, light activated switching system with allied accessories as required. 3. It shall have kit-kat fuse unit of 40 Amp capacity. The fuse unit shall conform to latest relevant IS code for protection of timers, bakelite sheet & other components as per requirement as site. 4. It shall be housed in a powder coated 22 gauge M.S sheet cabinet fo its protection. 5.The device shall be provided/fixed in the existing pedestal box in such a way so that it operates at correct time i.e. at rising/setting of Sun. The Sensor shall be included time watch to operate as required. The work shall be executed to the entire satisfaction of Engineer-in-charge. Warranty:- IT SHOULD STAND WARRANTY FOR ONE YEAR TOWARDS ANY MANUFACTURING DEFECTS.

S&E of Mouled Case Circuit Breakers (MCCB) of rating 63 Amp with Breaking Cap 16 kA, 415 Volts. Supply & Erection of 3 pole, 16 kA, 63 Amp MCCB with adjustable thermal and magnetic setting having Ics 75% of Icu. The MCCB is to be fixed in the feeder pillar complete in all respects. The MCCB should be make Havells/ ABB/ L&T/ Legrand/ Schneider. The work shall be executed to the entire satisfaction of Engineer-in-Charge.

Painting of pedestal size 1200x900x350mm with P.O. red paint complete in all respect and bonding to the existing earth etc. and platform of cement concrete 1:2:4 around the pillar box of size 3’x2’x0’-4”. The work shall be executed to the entire satisfaction of Engineer-in-Charge.

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 (PVC Sheated) of make Havells/ Finolex/ Cirtina/ Ecko/ Lapp/ Polycab/ KEI conforming IS:1554 (Pt.1) amended. The cable to be laid in trench/ pipe as per DSR Code 7.5.1/2022 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 – Aluminum ii) Core – 4 iii) Working Voltage – 1100 V iv) Nominal Cross Section – 16mm2 v) Minimum No. of Wire – 7/6 vi) Insulation Thickness – 1.0mm (Nominal) vii) Inner Sheath Minimum Thickness – 0.3mm viii) Outer Sheath Minimum Thickness – 1.40mm ix) Nominal size of Armoured Wire/Strip – 4x0.8mm x) Approximate O.D. – 22mm Maximum d.c. Resistance at 20 Deg. C – 1.91 ohm/km The work shall be executed to the entire satisfaction of Engineer-in-Charge.

G.I. Earth pipe electrode without salt/ Charcoal: DSR 5.2/2022 Supply and laying of earth electrode made out of ISI marked 'B' class earthing with G.I. earth pipe 4.5 mtr long, 40mm dia including accessories, G.I. pipe electrode shall be cut tapered at the bottom, and provided with holes of 12mm dia, drilled not less than 7.5 cm from each other upto 2 Mtr. of length from bottom (without charcoal or coke and salt). The earth electrode shall be laid in ground after boring as per CPWD specifications complete in all respect and to the entire satisfaction of the Engineer-in-charge.

P/F 6 SWG GI earth wire in pipe: DSR 5.12/2022 Providing & laying earth connection from earth electrode with 6 SWG dia G.I. wire in 15 mm dia G.I. pipe from earth electrode, as required.

RCC Foundation

CIVIL WORK DSR CODE No. 2.8.1 - 2018 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 50 m. All kinds of soil. Size : 0.75m x 0.75m x 1.65m = 0.92 cum Total (117 nos. x 0.92 cum= 107.6 cum)

CIVIL WORK DSR CODE No. 4.1.11 - 2018 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 40 mm nominal size) (0.7m x 0.7m x 0.050m = 0.028 cum) Total (117 nos. x 0.028 = 3.28 cum)

CIVIL WORK DSR CODE No. 5.22.6 - 2018 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars Vertical Bar 12 mm Dia= 8 nos. x 1.66 = 13.28 r.mtr. @ 0.89 kg per mtr. = 11.74 kg Horizontal Ring 8mm dia = 09 nos. x 2.24 = 20.11 r.mtr. @ 0.390 kg per mtr. = 7.96 kg 19.70 Kg + 5% wastage = 20.68 Kg Total (117 nos. x 20.68 = 2419.6 Kg)

CIVIL WORK DSR CODE No. 5.2.2 - 2018 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. above plinth level 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 0.65M x 0.65M x 1.60M = 0.676 cum Total (117 nos. x 0.676= 79.09 cum)

CIVIL WORK DSR CODE No. 5.9.1 - 2018 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete Size 1.6 x 0.65 = 1.04 Sq. mtr. x 04 nos. = 4.16 Sq. Mtr. Total = (117 nos. x 4.16 sq. mtr. = 486.70 sq. mtr)