Shifting of 220 KV HT Line

Erection and commissioning work of 06 no. DD + 0 to DD+12 meter extension towers(TATA tower design including rod earthing, stringing & sagging of conductor and allied fittings, insulators, providing SB damper and hardware fittings, ladder bolt, anti-climbing device, bird guards etc. etc. complete in all respects. Tack welding of nuts & bolts to be done up to first storey And Dismantling work of existing 04 no. Tower type :- earth wire, ACSR conductor, hardware fittings and transporting the dismantled material from site of work to Panipat Store and member wise stacking, complete in all respects to the entire satisfaction of engineer in- charge.(NS item) Note:- For back calculation in case of quantity variation of tower weight 5% value of the supply of tower, OPGW work will be carried out departmentally / through other agency.

Earth work in excavation of foundations trenches etc in all kind of soil where pick jumper work is not involved and not exceed 2.0 meter of bridges culverts, building including handling of materials with combined lead of 15 meters dressing of bed and sides stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 SCm layer with comparative including disposed of all surplus soil as directed within lead of 30.0Mtr. (CSR-2010 Ref 6.6(a) A&C SlipNo.1) L/R

Earth Work excavation in ordinary soil exclusive of compaction of earth C)i) Extra for every 7.50 Mtr additional lead beyond 300 Mtr. but up to 500Mtr.lead- (Ref. Pb.CSR-2010 Ref 6.2 C ofNote-1) L/R

Cement concrete 1:5:10 with brick ballast 40mm gauge. (Ref. Pb. CSR-2010 Ref 10.8A) T/R

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as by IS:1791 and vibrated by needle vibrate but excluding steel reinforcement centering and shuttering in foundation and plinth.. (Ref. Pb.CSR-2010 Ref 10.15)A&C Slip No.1 T/R

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 550 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete ( Pb.CSR-2010 Ref- 18.19)A&C No.1 T/R

Shuttering for Faces of concrete foundations and foundation beam and plinth beam (vertical or battering ) (Pb CSR 2010 Ref 9.1) T/R

Fixing, Leveling , Centering, Alignment and setting of stub template of foundation complete rate of RCC including bending & placing in position in complete in all respect after satisfaction of Engineer in Charge (NS item)

Tower material DD-50 0 (Om extension) (Tata Design) (Total-6no.) 9429.47 Kg x 6 =56576.82 Kg.

Tower material of 9 meter extension for Tata Design DD-500 tower (02 No)4765.80 Kg x 2 =9531.16 Kg.

Tower material of 12 meter extension for Tata Design DD-500 tower (02 No)5613.25 Kg.x2 =11226.5 Kg.

Stub tem plate suitable for 9m,12m,&15m extension tower DD-500 (02 No templates)1305.60 Kg. x 2 =2611.2 Kg.

Stub tem plate for 0,+3m&+6m extension tower DD-500 1075.5 Kg.

GI Nut & Bolts off sizes=(for 6 Tower,+0m tower =344.3Kg,+9m=558.5Kg+12m=603.73)3013.1 Kg.

GI spring Washer

GI Plain washer off size

Vibration damper for 0.4 Sq”ACSR

Single Tension hardware fitting (Crimoping Type ) suitable for single insulator string for single Zebra 0.4 Sq. inch ACSR with jumper lug.

ACSR 0.4 Sq Inch “Zebra Conductor”

Polymer insulator string of 160KN suitable for single tension fitting (Ball/pin size of 20/40)

Earthing complete set (as per specification)

Phase Plate with nut & bolt

Number plate

Danger Plate

Ckt .Plate

Anti climbing Device (ACD) with concertina wire