Maintenance of street lighting on various roads in various Sectors at U.T Chandigarh (Shifting of existing 2 nos. High mast pole with existing LED flood lights along with accessories in ground in front of Production Lab in between gate no.2 and gate

Dismantling and re-erection of 25 mtr. long high mast pole with jhula of cricket stadium PEC sector-12. The job incudes cost of dismantling and re-erection of existingLED fittings, control gear, M.S arms, M.S channel ring, Frame for LED fitting after the disconnections of all incoming and outgoing wires and cables. The job also includes dismantling of high mast pole shaft from RCC foundation with the help of hydraulic cranes and manual labours after removing travelling ropes, including trailing cable and gear box etc. The job includes cost of re-erection of 25 mtr long high mast pole with the help of hydraulic cranes and manual laboursand fixing of travelling ropes, trailing cable and gear box etc for completion of job in all respect as to the best satisfaction to the Engineer-in-charge.

FOUNDATION FOR 25 MTR. LONG HIGH MAST:Design and casting of suitable Raft type foundation for the High Mast with specification as per S.No-1 above. The foundation has to be designed as per safe soil bearing capacity report. The foundation shall be designed for wind pressure, earth quake and other loadings as per latest IS code of practice

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 6.2m x 6.2m x 3.3m= 126.85 cum (2 nos. x 126.85= 253.70 cum)

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) (6.2m x 6.2m x 0.10m =3.844 cum.) (2 nos. x 3.844= 7.688 cum)

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 = 64 nos. x 6.2 Mtr. = 396.8 R. Mtr. @ 0.62 Kg per mtr. = 246 kg 2.Vertical Bar 12mm dia =24 nos.x 3.3 = 79.2 r.mtr. @0.89 kg/mtr. =70.48 kg 3.Horizontal Ring 8mm dia =18 nos.x 6.8 =122.4 r.mtr.@ 0.390kg per mtr.=47.73 kg Total (246+70.48+47.73=364.21+5% wastage = 382.42 kg) (2 nos. x382.42= 764.84 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. 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 6 x 6 x 0.6 = 21.60 cum Size 1.7 x1.7x2.7 = 7.80 cum Total (21.6+ 7.80= 29.40 cum.) (2 nos. x 29.40= 58.80 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 1x2 (6.2+ 6.2) 0.470 = 17.36 sq.mtr. Size 1x2 (1.7+1.7) 2.7 =18.36 sq.mtr. Total (17.36+18.36= 35.72 sq.mtr.) (2 nos. x35.72= 71.44 Sq. Mtr.)

Supply and erection of 16 Nos., 39 mm dia. And 1200 mm long G.I rag bolts alongwith anchor plates for existing 25 Mtr long high mast pole for cricket stadium. The G.I rag nut bolt shall be installed in foundation with the help of suitable arrangement required to the job. The job includes the cost of labour and other petty material required to complete the job to the entire satisfaction of Engineer in charge of the work.

DSR item No.15.16 Supplying and laying of following size DWC HDPEpipe ISI marked along with all accessories like socket,bend, couplers etc. conforming to IS 14930, Part IIcomplete with fitting and cutting, jointing etc.direct inground (75 cm below ground level) including excavation and refilling the trench but excluding sandcushioning and protective covering etc., complete asrequired.

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

Supply and Laying of following size PVC insulated and PVC sheathed Aluminum conductor armored cable working voltage upto 1100 Volt. Grade to be laid in existing RCC/Hume/DWC/ Metal pipe. The job include the cost of making connections with suitable size of Aluminum Lugs / thimbles, testing, commissioning etc. as required to complete the job to the entire satisfaction of Engineer In Charge. The cable should be of Polycab / KEI/ RPG/ Universal / Havells / Finolex / R.R. Kables make only.

16 Sq.mm 4 Core PVC insulated and PVC sheathed Aluminum conductor armored cable.

DSR item no.5.4 Earthing with G.I. 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 item no.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)

Supplying and Erection of MCB TPN of following rating. The MCB TPN shall be installed in existing enclosure with suitable arrangement. The job includes cost of labour, incoming & outgoing connection and other petty material required to complete the job to the entire satisfaction of Engineer –in-charge of the work. The MCB TPN should be of Legrand/Schneider/ Hager/ L&T/ Siemens/ Havells make only

63 amp. MCB TPN

Supplying and fixing TPN sheet steel enclosure for 63 Amp on surface/ recess with the help of suitable arrangement required to complete the job. The job includes cost of labour, making holes, making connection and other petty material required to complete the job to the entire satisfaction of Engineer in charge of the work.

Dismantling of existing foundation pillar upto 1.5 feet below ground level and clearing of malba from site with the help of suitable means required to complete the job. The job include the cost of labour, crane charges, clearing of malba and other petty material required to complete the job to the entire satisfaction of Engineer in charge of the work.

Refiling of earth excavation with soil with the help of mechanical/manual means required to complete the job. The job includes the cost of labour, crane charges and other petty material required to complete the job to the entire satisfaction of Engineer in charge of the work.

Removing of excess earth excavation soil from site with the help of trolly/truck to dispose the malbaupto dumping ground required to complete the job. The job includes the cost of labour, trolly/truck charges and other petty material required to complete the job to the entire satisfaction of Engineer in charge of the work.

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