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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹10.0 L
EMD Value
₹20,080
Closing Date
14 Jan 2026, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Er. Dinesh Tandon
Executive Engineer, Electrical Division No. 2, 1st Floor Additional Deluxe Building Sector- 9/D, Chandigarh.
As per NIT
2026_CHD_89901_1
E2/25/159
Open Tender
Electrical Works
Percentage
60 days
Chandigarh
As per NIT
2 documents required · 2 mandatory
₹0
₹20,080
14 Jan 2026
5 Jan 2026
14 Jan 2026
5 Jan 2026
14 Jan 2026
5 Jan 2026
DSR Item No.2.5 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required (Note: Vertical type MCB TPDB is normally used where 3 phase outlets are required).
4 way (4 + 12), Double door
DSR 2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 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
DSR item No.2.2 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, Ics=100% Icu and Operational Voltage 690V etc. as required.
100 A,30KA,FPMCCB
DSR 5.4 Earthing with GI 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 metre long etc. (with charcoal/coke and salt) as required.
DSR 5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
DSR 5.4 Earthing with GI 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 metre long etc. with charcoal/coke and salt as required.
4 X 16 Sq mm (28 mm)
3½ X 25 Sq mm (28mm)
DSR item No.15.15 Supplying 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. in the existing trench, complete as required.
63 mm dia (OD-63 mm & ID-51 mm nominal)
DSR item No.15.16 Supplying 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 and erection of automatic street light panel IP 54 of Havells/ Legrand make or equivalent of ABB/ Siemens which should control automatic switching of light that can be repeated on daily basis, suitable to a load of 6 KW of frame size. It should have the following provisions. (Please refer DNIT for complete specification of item no.9)
DSR Item No. 2.8 (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 for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
All kinds of soil (Size 3.5mx3.5mx1.6m = 19.60 cum (2 Nos. x 19.60cum= 39.2)
DSR ITEM NO. 4.1 (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 derived from natural sources : 10 graded stone aggregate 40mm nominal size derived from natural sources) (3.3m x 3.3m x 0.10m = 1.089 cum.) (2 nos. x 1.089 = 2.18)
DSR ITEM NO. 5.22 (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 of grade Fe-500D or more 1. Horizontal Bar10mm dia = 52 nos.x3.200=166.40 [email protected] Kg per mtr.= 103.16 kg 2. Vertical Bar 12mm dia =24 nos.x1.995=47.88 r.mtr. @0.89 kg per mtr. =42.61 kg 3.Horizontal Ring 8mm dia =9 nos.x3.792=34.12 [email protected] per mtr.=13.30kg Total (103.16+42.16+13.30=159.07+5% wastage = 167.02 kg) (2 Nos. x 167.02 = 334.04 Kg)
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. 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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Size 3.100x3.100x0.300 = 2.88 cum Size 1.000x1.000x1.400 = 1.40 cum Total (2.88+1.40= 4.28 cum.) (2 Nos. x 4.28 = 8.56 cum)
DSR Item No. 5.9 (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 1x2 (1.400+1.400) 1.000 =5.60 sq.mtr. Total (5.58+5.60= 11.18 sq.mtr.) (2 Nos. x11.18 = 22.36 sq.mtr)
DSR item No.8.13 LED Street light fixture, powder coated pressure die cast aluminium body (System lumen efficacy ≥120 <135 lm/Watt) Please refer DNIT for complete specification of item no.16)
DSR item No.8.16 LED Flood Light, powder coated pressure die cast aluminium (System lumen efficacy ≥120 and <135 lm/Watt). (Please refer DNIT for complete specification of item no.17)
S/E of cement collar and Jn box at the base of the pole with the detailed specifications (Please refer DNIT for complete specification of item no.18)
Labour charges for horizontal boring by mechanical means (hydraulic excavator)/ manual means 1 Meter below the ground level for laying of DWC Pipe including cost of 2 nos. Pit digging and refilling, disposal earth to be leveled and neatly dressed complete in all respects to entire satisfaction of the Engineer in Charge of the work.
Supply and laying of XLPE insulated PVC sheathed Aluminum conductor armoured cable of 1.1 KV grade as per IS 7098 (Part-I) 1988 (amended up to date) of the following sizes to be laid in existing RCC/ HUME/ METAL/ DWC pipe / on surface with the help of MS clamps of suitable size/ in ground with protecting covering etc. as required at site to the entire satsfaction of Engineer-in-Charge. The job includes labour charges of laying the cable and making connections etc. The cable should be of Polycab/ Havells/ Finolex/ RR Kabel/ KEI make only.
Size 4 core x 16 Sq. mm (In existing pipe)
Size 3.5 core x 25 Sq. mm (In existing pipe)
Supply and erection of sheet metal cubical pedestal of suitable dimensions made from 50 mm X 50 mm X 6 mm thick M.S angle iron frame, covered with 1.6 mm thick M.S. sheet duly welded on five sides and front side hinged complete with locking arrangement with 4 Nos. switchgear supporting members each of M.S. flat 50 mm X 6 mm thick of suitable length duly welded. The cubical pedestal shall have 4 Nos. legs of 50 mm X 50 mm X 6 mm each 60 cm long M.S. angle iron each long including painting, bonding to the existing earth etc. the same shall be erected in the 1:2:4 cement concrete plat-form of suitable dimensions 15cm high form ground level and 45 mm thick. The cubical pedestal shall be 15 cm from the top of cement concrete platform.
Cubical size 1200 mm X 900 mm X 350 mm
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