Chandigarh Administration Tender

4 way (4 + 12), Double door

DSR Item No. 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA "C" curve, 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

Triple pole and neutral

DSR item No. 5.1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required.

DSR item No. 5.7Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.

DSR Item No 14.16Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.

63 mm dia (OD-63 mm & ID-51 mm nominal)

Supply, Fabrication and Erection of Angle iron rectangular shape bracket of size 65 x 65 x 6 mm (3.15 mtr @ 5.8 Kg/Mtr) with canopy of size 4” dia 2’ long G.I. Pipe (Medium Class) for mounting 4 Nos. LED Flood light fitting 200/250 watt. The canopy shall be slipped over the top section of octagonal pole & fixed with 2 Nos. ½” dia GI nuts & bolts. The sample of bracket shall be got approved from the Engineer in Charge, before installation at site. The make of B Class G.I pipe should be Jindal, Hindustan/ SAIL & Tata make only. The angle iron bracket shall be painted with two coat of suitable colour after applying one coat of primer. The job includes the cost of all labour and petty material required to complete the job to the entire satisfaction of the Engineer in charge.

Supply and Erection of Sheet Metal Bus-Bar Chamber on existing surface with required No. of bus-bar strips of suitable length and cross-sectional area, made of copper strips of suitable length and cross-sectional area enclosure made of M.S. sheet 1.6mm thick with detachable cover fitted with dust excluding gasket and secured with sufficient No. of cadmium plated iron screws and of given overall dimensions and to be fixed with G.I. bolts and nuts/Rag bolts and nuts etc., complete with all accessories including connections with suitable size tin coated copper thimbles, bonding to the existing earth and painting etc. as desired by the Engineer-in-charge.

Sheet Metal Bus-Bar Chamber suitable for 63/100 Amp. 415 Volts capacity with 4 Copper Strip Bus-Bars each of length 600 mm & cross-sectional area (25mm x 4mm) enclosure having overall dimensions (680 mm x 400 mm x 150 mm) nominal.

Supply and Erection of sheet metal cubical pedestal of suitable dimensions made from 50x50x6mm thick MS angle iron frame on the base of pedestal, covered with 16 gauge MS sheet duly welded on five sides and front side hinged complete with locking arrangement 4 nos. switchgear supporting members each of MS flat 50mmx6mm thick of suitable length duly welded. The cubical pedestal shall have 4 Nos. legs made out from 50x50x6 mm thick MS angle iron each 60 cm long including painting bonding to the existing earth etc. the same shall be erected in the 1:2:4 cement concrete platform of suitable dimensions 15cm high from ground level and 45 cm thick. The cubical pedestal shall be 15cm from the top of cement concrete platform. The shutter of the cubicle pedestal should be of ‘U’ shape supported from internal side for additional strength with 16 GMS sheet.

Cubical size 1200 mm x 900 mm x 350 mm deep.

DSR Item No. 2.2.13:-Providing and fixing following rating and breaking capacity and pole MCCB with thermo magnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.

Note: The MCCB should have adjustable overload and adjustable S/C protections ((Ics=100% of Icu).

100 A, 30KA, FPMCCB

Supply and Laying of following XLPE insulated and PVC sheathed, armoured, aluminium conductor cable of 1.1KV grade as per IS 7098 (Part-I) 1988 (amended up to date) of the following sizes to be laid direct on surface with the help of MS clamp of suitable thickness as required at site. The job include the cost of making connections with suitable size of Al. Lugs/thimbles, testing, commissioning etc. as required to the entire satisfaction of Engineer In Charge. The cable should be of Polycab / Havells / Finolex / RR Kabel / KEI / RPG / Universal/Grandlay make only.

Size 25 Sq.mm 3.5 core PVC Al. Arm. Cond. Cable

Supply and Laying of following XLPE insulated and PVC sheathed, armoured, aluminium conductor cable of 1.1KV grade as per IS 7098 (Part-I) 1988 (amended up to date) of the following sizes to be laid in existing DWC/RCC/HUME pipe as required at site. The job include the cost of making connections with suitable size of Al. Lugs/thimbles, testing, commissioning etc. as required to the entire satisfaction of Engineer In Charge. The cable should be of Polycab / Havells / Finolex / RR Kabel / KEI / RPG / Universal/ Grandlay make only.

Size 16 Sq.mm 4 core PVC Al. Arm. Cond. Cable

Size 25 Sq.mm 3.5 core PVC Al. Arm. Cond. Cable

S/E of 9 Meter long Hot dipped Galvanized pole of octagonal cross-section continuously tapered made out from high tensile steel of minimum thickness 3mm complete with the base plate of minimum size 250 mm x 250 mm x 16 mm along with inbuilt lockable junction box which should be operated with single key with connectors of Elmax / Connectwell / Essen / Wago make for the cable termination and two or three terminals and one no. 6 amps. Single pole MCB for each luminaire. The diameter across from the dimensions of the base and top should be minimum 155 mm and 70mm A/F (Across Face). The pole should be provided with metallic sleeve with cutting of Chandigarh ‘open hand’ mark. Sleeve should be backlit using environment proof LED modules. The size of the poles and foundation bolts shall be suitable to withstand the maximum wind speed/ pressure as per IS-875. There should be no any circumferential welding on the pole. The weight of the pole should be 80 KG (Min.). The method and material shall comply with as BSEN-10025 grade S355 or equivalent poles should be hot dipped galvanized in single dip to 65 microns min. confirming to IS 2629-1966. The material and specifications of flange plate/base plate shall be as per IS 2062. The street light poles shall be as per IS 2062. The street light poles shall be erected in the existing RCC foundation with 4 nos. special foundation bolts ‘J’ type minimum M24x750mm long galvanized M.S. rod of duly threaded of minimum 24mm dia in existing RCC foundation of suitable size as per the approved drawing. The material of steel foundation belts shall be confirming to grade EN-8 exposed threaded portion of foundation bolts shall be hot dipped galvanized. The make of pole shall be Bajaj/ Transrail/ Keselec/ Valmont/ BPP/ Utkrash/ Ventura/ Surya as approved by the Engineer in charge of the work. (The cost of 9 Meter long S/L pole is including with 4 nos. ‘J’ type bolts and nuts etc.)

FOUNDATION FOR 9 MTR. OCTAGONAL POLE:- Providing cement concrete foundation with the following specifications including excavation and finishing the surface to original

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 0.8mx0.8mx1.65m= 1.056 cum (4 Nos. x 1.056cum= 4.224)

DSR ITEM NO. 4.1.11 (CIVIL WORK) 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) (0.8mx0.8mx0.10m =0.064 cum.)(4 nos.x0.064 =0.256)

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.

ThermoMechanicallyTreatedbars2.Vertical Bar 12mm dia =4 nos.x1.70= 6.80r.mtr. @0.89 kg per mtr. =6.052 kg3.Horizontal Ring 8mm dia =11 nos.x2=22 r.mtr.@0.390kg per mtr.=8.58kg Total (6.052+8.58=14.63 + 5% =15.36 wastage = 4 nos. x15.36=61.44 )

DSR ITEM NO. 5.2 (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 0.6x0.6x1.70 = 0.612 cum Total (4 Nos. x 0.612=2.448 cum.)

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 .7x0.7x1.7 = 0.83 X 4 = 3.33 = 3.33 x 4 Nos. = 13.32 Sq. Mtr.

S/E of 250 Watt. High Power LED Flood light luminaries of Philips/ Bajaj/ Wipro/ Crompton/ Jaquar/ Panasonic/Havells/ Surya/ make only. The job includes the cost of testing, commissioning and making connection with 3x2.5 Sq. mm. copper wire from adjacent light point, other petty material and labour etc. as required to complete the same to the entire satisfaction of Engineer in Charge as per DNIT Item No.15.