Municipal Corporation Tender
View complete overview of Chandigarh Municipal Corporation Tender
Municipal Corporation Tender
Electrical and Electronics
Eprocure
Opening Date7 Nov 2024
Closing DateCancelled
Tender Amount₹ 11,17,034
Costs
EMD
₹ 22,341Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MCC_83221_1Tender No
88/E/MCC/2024Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://http://mcchandigarh.gov.in/
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Documents
BOQ Items
The cable shall be EPR / PVC insulated and PCP sheathed to get flexibility and endurance. At the top there shall be weather proof junction box to terminate the trailing cable. The system shall have in-built facilities for testing the luminaries while in lowered position. Also, suitable provision shall be made at the base compartment of the mast to facilitate the operation of internally mounted, electrically operated power tool for raising and lowering of the lantern carriage assembly. The trailing cables of the lantern carriage rings shall be terminated by means of specially designed, metal clad, multi pin plug and socket provided in the base compartment to enable easy disconnection when required. (e) Power Tool for the Winch:
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 winch motor coupling chain is to be provided in base compartment. Mechanical torque limiter is to be mounted on motor shaft to stop transmission of motion from motor to winch in case of excess load and thus prevent the damage to winch and breakage of rope. (f) Lighting Finial: i) One number heavy duty hot dip galvanized lightning finial shall be provided for each mast. The lightning finial shall be minimum 1.2 M in length and shall be provided at the center of the head frame. It shall be solidly bolted to the head frame to get a direct conducting path to the center of the earth through the mast. The lightning finial shall not be provided on the lantern carriage under any circumstances in view of the safety of the system. ii) 1 Nos. LED type single dome aviation obstruction light shall be provided each high mast. (g) Earthing Terminals:
Earth terminal using 12 mm diameter hot dip galvanized bolts shall be provided on the door stiffener of the mast for lightning and electrical earthing of the mast.
(h) The firm will give the high mast parameters as given below: i) Height of the High Mast. = 12.5 Mtr. ii) Nos. of sections = 2 Nos. iii) Thickness of each section in mm. = Top: 3 mm & Bottom 4 mm minimum iv) Bottom plate thickness = 25 mm (Minimum) v) No. of rag bolts along with Anchor plate = 6 Nos. (Minimum) vi) Makes of High Mast = Valmount/ Bajaj/ Transrail/ BPP/ Salasar/ Utkarsh only.
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The manufacturer should be ISO 9001 certified having their own marketing division and project cell with adequate qualified and experienced Engineers to carry out the job and must have experience of handling similar turnkey jobs in past and the proof of the same is to be furnished for issue of tender documents. The bidder has to conduct wind tunnel test on a specimen to establish the force coefficients of the 20 side polygon and the value received from the wind tunnel test is to be taken in design. Further type test is to be done on a full size mast at SERC or other reputed institutions to validate the structural program. The winches are to be type tested through reputed institutions like IIT as consultants. The high mast manufacturer should have in-house civil, structural and product design facilities. Also the shaft is to be manufactured from ISO 9001, ISO 14001 and ISO 18001 certified factory taking care of all aspects of design, quality, environment and safety.
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FOUNDATION FOR 12.5 Mtr. MTR. LONG HIGH MAST:
Design & casting of foundation with M20 cement Concrete & steel reinforcement suitable for installation of 12.5 Mtr. / 16mtr high mast:
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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 (1 no. x 8.46= 8.46 cum)
8.46
236
1996.56
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 = 7.88 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.) (1 no. x 7.88= 7.88 sq. mtr.)
7.88
279
2198.52
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 cum
Size 2 - 1550mmx900mmx900mm = (1.55mx0.9mx0.9m)= 1.25 cum
Total (1.3225+1.25= 2.57 cum) (1 no. x 2.57= 2.57 cum)
2.57
8155
20958.35
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) (1 no. x 0.52= 0.52 cum)
0.52
4971
2584.92
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 bars
1.Horizontal Bar10mm dia = 48 nos.x 2400mm= 115.2 r.mtr @ 0.62 Kg per mtr.= 71.42 kg
2.Vertical Bar 12mm dia =20 nos.x2400mm= 48 r.mtr. @ 0.89 kg/mtr. =42.72 kg
3.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) (1 no. x 132.95= 132.95 kg)
132.95
67
8907.65
Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including 25 mm X 5 mm· G.l. strip in 40 mm dia G.l. pipe from earth electrode including connection with G.l. nut, bolt, spring, washer excavation and refilling etc.with charcoal/ coke and salt as required. The work shall be executed to the entire satisfaction of Engineer-in-Charge. DSR 5.4 & DSR 5.11
2
7640
15280
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 Sheathed) 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.
980
250
245000
Supply & Laying of DWC pipe 51/63mm without hand bockey:- DSR 14.16.1 (75 cm below) Supply 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/ road level by digging the ground or cutting the road/ paver blocks upto required level & laying of DWC pipe for laying L.T. upto 1.1 KV grade) cables etc. 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.
450
227
102150
Supply & Laying of DWC pipe 51/63mm with hand bockey:- DSR 14.15.1 (75 cm below) 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 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/ road level by digging the ground or cutting the road/ paver blocks upto required level & laying of DWC pipe for laying L.T. upto 1.1 KV grade) cables etc. 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.
380
279
106020
Dismantling and Re-erection of G.I. pipe pole 4.5/6 Mtr. Long alongwith Globe Light Fitting etc. & other material complete in all respect. The pole shall be erected 1 mtr. below the ground level in 8" internal dia ready madeRCC muff. The cost includes all labour and material (Dismantling also includes Defective wire/ CC Collar or other material). The bottom portion of the pole should be painted with two coats of black bituminous paint after removing the dust. The job shall be completed to the entire satisfaction of Engineer-in-charge.
5
1180
5900
PAINTING & NUMBERING OF POLES 4.5/6 MTR. LONG:- (included Snowcem and Red Paint)
Painting of poles above ground level with two coats of Green paint of Nerolec/Asian/ICI duly approved by the Engineer-in-charge. The pole surface should be cleaned well by removing dust/rust & other depositions & smoothened with the sand paper/Iron brush & proper filling be made before painting. For numbering of poles the base should be painted with yellow and the number should be written in black letters of 3” in length.
20
400
8000
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 Cost includes writing MCC and Danger in Bold letters such that it is warning about hazard as threats which are essential to safety for General Public. The work shall be executed to the entire satisfaction of Engineer-in-Charge.
2
551
1102
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.
9
3242
29178
P/F 6 SWG G.I. 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.
18
271
4878
Supply & Laying of flexible PVC insulated FR PVC sheathed 3 Core 1.5 mm2 Copper Cable conforming to IS - 694:2010 of make KEI/ Havell's/ Cirtina/ Finolex/ Lapp/ Polycab within the already erected 9 mtr Steel Tubular Pole and within bracket fitted on pole with the help of ladder/crane. The job include the cost of dismantling & re-erection fitting, bracket, managing traffic using proper precaution, making the required connection as started above and other petty material required to complete the job to the entire satisfaction of engineer-in-charge precautions of the work.
390
147
57330
S/E of CC Collars including following:- a) The box shall be enclosed in a cement collar made from cement concrete 1:2:4 with outside dia 16”. b) The collar shall be embedded in the group upto 6” shall stand 9” above ground shall have housed 12” high SMC Box and 6” top over the box.
c) The collar shall be provided with 2 G.I. Pipe of 40mm dia and 45cm long to facilitate entry of cables in the junction box after digg out the cable loops from earth complete in all respects, connections etc.
d) The collar shall be plastered properly finished, curing and painted with 2 coats of Apex paint of superior quality.
e) Providing and Fixing junction box of size 250x200x100mm inside dimensions of thermosetting sheet moulding compound material of robust construction with double hinge, side clamp locking arrangement. The existing ckt cable loops be made properly connection after digging from the earth and refilling the same position. There should be a terminal Strip (Thimble type) 30 amp, one no. Kitkat, rating suitable for minimum 4x16 sq.mm aluminum cable termination. The sheath of the armoured cable should be properly thimbed with the pole for proper earthing. Curing of CC Collar must be done as per satisfaction of Engineer-in-charge. The junction box should have two numbers PVC Glands with sufficient space for cable entry and loose wires complete in all respect.
30
2352
70560
Dismantling of M.S. Junction Box 10"x12"x4" with CC Collar including dispose of the malba after disconnection of the same and dumpling at the Cooropriate place. The work shall be executed to entire satisfaction of Engineer-in-charge. The contractor shall hand over the dismantled material to the J.E-in-Charge at central store in proper form duly accounted or the same may be considered as recovery/ buyback as per conditions of DNIT.
8
164
1312
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.
1
3950
3950
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/ Schenider 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 for 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.
1
16487
16487
Digging of loops for existing cables upto 1 mtr below in Katcha/ pakka floor, cutting, dressing and reconnection with thimbles/ nuts & bolts complete in the Jn. Box and lifting any Malba from site and dumping at the appropriate place.
12
336
4032
Minor Repair of Cemented Bollard/CC Collar: Minor Repair of Cemented Bollard/ CC Collar (with Red Paint) with Apex and all the necessary items for repair i.e. sand and cement and curing of CC Collar after repair complete in all respects to the entire satisfaction of Engineer-in-Charge.
16
315
5040
Supply and Erection of 2.5” dia. G.I. Pipe pole 4.5 Mtrs long.
Supply, Fabrication & Erection of 2.5” dia G.I. pipe pole having length 4.5 long, B class (medium) Jindal/ Tata/ Birla make ISI marked. The pole shall be erected 3’ below ground level in 8” dia. RCC muff ready made. The gap between the pole and muff shall be filled with cement concrete in ratio of 1:2:4 and making required no. of holes in the pole including carriage of pole to the site of work including all labour and material required to complete the job including suitable size of nipple welded with the pipe. Material to be (Jindal, Hissar or better brand Only). The cost includes a plinth of cement concrete of 12”x12” size and 2” thick. The work shall be executed to the entire satisfaction of Engineer-in-Charge.
15
3144
47160
Supply & Erection of steel tubular pole 410 SP-27 conforming to IS-2713-1980, (Part-I & II) having overall length of 9 Meter and welded in 3 steps and having approximate Wt. 108 Kgs. With the following specifications:-
a) The poll shall have cross-sectional length of 5.00, 2.00, 2.00 Mtrs.
b) The outside dia and thickness shall be114.3x5.40mm, 88.9x4.85mm and 76.1x3.25mm.
c) The pole shall be erected 1.50mtrs. Below the ground level in 8” internal ready made RCC muff.
d) The gap between the pole and the muff shall be filled with the cement concrete 1:2:4.The cost includes all labour and material including carriage to the site of work. e) The bottom portion of the pole shall be painted with two coats of black paint after removing the dust/rust.
The work shall be executed to the entire satisfaction of Engineer-in-Charge.
7
12317
86219
Supply and Erection of Angle Iron of bracket of 3' long made out of Angle Iron of size 35x35x6 & fixed on top of G.I. pipe (0.5m) long 4" dia angle to support the bracket complete in all respect with suitable clump and nuts/bolts to the entire satisfaction of the Engineer-in-charge.
10
608
6080
PAINTING & NUMBERING OF POLES 7.5/9 MTR. LONG:- (included Snowcem and Red Paint)
Painting of poles above ground level with two coats of Silver paint of Nerolec/ Asian/ ICI duly approved by the Engineer-in-charge. The pole surface should be cleaned well by removing dust/ rust & other depositions & smoothened with the sand paper/Iron brush & proper filling be made before painting. For numbering of poles the base should be painted with yellow and the number should be written in black letters of 3” in length. The cost includes painting of Danger Sticker in Existing Street Light Poles. The Danger sign's shall be written on each pole on it's two sides with red paint on yellow base to be show to warning about hazard as threats which are essential to safety for General Public.
7
623
4361
PAINTING & NUMBERING OF POLES 7.5/9 MTR. LONG:- (Without Snowcem and Paint)
Painting of poles above ground level with two coats of paint of black Colour Nerolec/ Asian/ ICI duly approved by the Engineer-in-charge. The pole surface should be cleaned well by removing dust/ rust & other depositions & smoothened with the sand paper/Iron brush & proper filling be made before painting. For numbering of poles the base should be painted with yellow and the number should be written in black letters of 3” in length. The cost includes painting of Danger Sticker in Existing Street Light Poles. The Danger sign's shall be written on each pole on it's two sides with red paint on yellow base to be show to warning about hazard as threats which are essential to safety for General Public. The job includes all type of petty material require to complete the job to the entire satisfaction of Engineer-in-charge.
3
505
1515
S/F’C series, SP MCB DSR 2.10.1
Supply and fixing 6 amps to 32 amps rating, 240 volts ‘C’ series, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB Complete with connections testing and commissioning etc as required. Single pole 16 Amps “C” series Make of Anchor, Havells, Legrand, ABB, Siemens, L&T. The work shall be executed to the entire satisfaction of Engineer in charge.
8
234
1872
SUPPLY & ERECTION OF G.I. PIPE BRACKET 5 FEET O/H SINGLE ARM:-
Supply and Erection of 5’ over hang bracket Single Arm made of G.I. pipe medium class ISI Marked with the following specifications of Make Tata/ Jindal/ Hissar or Ravindra. The work shall be executed to the entire satisfaction of engineer-in-charge.
1. The bracket shall be made from 2” dia G.I. pipe with an angle of inclination of 90-105 degrees to the vertical.
2. The 2” dia G.I. pipe shall be welded to 3” dia G.I. pipe canopy at a distance of 2” from top end & top end of canopy shall be covered with 14 GMS sheet to avoid entry of rainwater in Steel Tubular Pole.
3. The bracket shall be slipped over the top section of the steel tubular pole and fixed with 2 Nos. of ½” dia nuts and bolts suitable to hold the pipe absolutely tight in positions.
4. A stiffnee plate of triangular shape of 14 GMS sheet of 6" dia shall be welded between two pipe.
5.The sample of bracket shall be got approved from the Engineer in Charge before installation at the workshop where these are fabricated.
2
1257
2514
Supply of Reducer for 25 Watt, 45 Watt, 80 Watt, 120 Watt for Street Lights to install the existing Steel tubular Pole/ MS Pole 7.5 Mtrs. to 12 Mtrs. Pole. The work shall be executed to the entire satisfaction of Engineer-in-Charge.
2
262
524
Erection of 45 Watt Post Top Garden LED Light on 4.5/6 mtr. long pole. The work shall be executed to the entire satisfaction of Engineer-in-Charge.
20
229
4580
Erection of high power 45 Watt (Max) LED Street/Flood Light luminaries on Cemented Pole/ Wall Bracket High Mast/ RCC Pole 6 Mtr./ High Electric Pole. The work shall be executed to the entire satisfaction of Engineer-in-Charge.
2
557
1114
Erection of high power 70 Watt (Max) LED Street/Flood Light luminaries on 7.5/9/12.5/16 mtr. High Mast/ 12 Mtr. High Electric Pole. The work shall be executed to the entire satisfaction of Engineer-in-Charge.
2
557
1114
Erection of high power 120 Watt (Max) LED Street/Flood Light luminaries on 7.5/9/12.5/16 mtr. High Mast/ 12 Mtr. High Electric Pole. The work shall be executed to the entire satisfaction of Engineer-in-Charge.
16
557
8912
Erection of high power 200 Watt (Max) LED Street/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.
4
557
2228
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