Construction of Fly over on Sukhpura Chowk on Old NH-71A in Rohtak District

Amount

[11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade.

[15.1.2.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical Means Depth up to 3 m

[15.30]Bored cast-in-situ M35 grade R.C.C. Pile using Hydraulic Rig excluding reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead up to 1000 m MORTandH clause 1100 and 1700 Pile diameter-1200 mm

[15.43.4.2]Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification MORTandH clause 1100, 1500 and 1700 4.2. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump

[15.45]Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORTandH clause 1600

[15.8.1]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 1. PCC Grade M15

[17.15.1]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 1. Grading I material

[17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications

[17.25]Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications

[17.26.1]Tack Coat 1. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications

[17.30.1]Dense Graded Bituminous Macadam with Batch Type HMP 1. Dense Graded Bituminous Macadam 80 mm to 100 mm thickness (Grading I) Providing and laying 80mm -100 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.0% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications

[17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications

[17.37]Mastic Asphalt Providing and laying 25 mm/ 50 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or VG - 30/40 @ 10.2%, fine aggregates, course aggregates, lime filler @ 17.92% of total, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 100C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H specifications (5th Revision, 2013)

[24.4.2.3]STREET LIGHT 2.3. Supply and erection of GI bracket made of 32 mm dia medium class GI pipe, having 15 deg angle from horizontal, suitable for fixing on top of Street Light pole 120 cm long, with 30 cm high suitable size pole cap

[24.4.3]STREET LIGHT 3. Supply and erection of 32mm dia metre 1.5 m long bracket (B-class) making an angle of 10° to 15° with horizontal plane for mounting street light fitting fixing of GI. bracket on wall with 2 nos. 32 mm x 3 mm thick M.S. clamps including cost of cutting, welding of G.I. pipe complete with cement sand mixture, bolts and nuts etc. including necessary connections.

[24.4.8.7]STREET LIGHT 8.7. Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 10 A SP MCB , end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 9 Metre Long pole with top dia 100 mm and bottom 200 mm with base plate of size 350 x 350 x 20 mm.

[24.6.3]DISMANTLING 3. Dismantling of pole/ street light standard/ strut embedded in cement concrete foundation etc. as required.

[27.12.1.1]RCC Grade M35 1.1. Height up to 5m Using concrete Mixer

[27.12.1.2]RCC Grade M35 1.2. With Batching Plant, Transit Mixer and Concrete Pump

[27.13]Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRTandH Specifications 1600 & 2200.

[27.16.1]Back filling behind abutment, wing wall and return wall complete as per drawing and MoRTandH Specification 710.1.4 of IRC: 78 and 2200. 1. Granular material

[27.23]Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I and II respectively and other parts conforming to BS: 5400, section 9.1 and 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved MoRTandH Specifications. 2000 & 2200.

[27.32.1.2]Using Batching Plant,Transit Mixer and Concrete Pump 1.2. For formwork and staging add the following: For solid slab super-structure, 18-28 per cent of labour, material and machinery cost Height 5m to 10m

[27.34.1.2]Using Batching Plant,Transit Mixer and Concrete Pump. 1.2. For formwork and staging add the following: For solid/voided slab super-structure, 18-28 per cent of labour, material and machinery cost Height 5m to 10m

[27.35.2.1]PSC Grade M-45 using Batching Plant, Transit Mixer and Concrete Pump 2.1. For formwork and staging add the following: For T-beam & slab including launching of precast girders by launching truss up to 40 m span, 21-31 per cent of cost of concrete. Height up to 5m

[27.38]Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and MoRTandH specifications 1600.

[27.39]High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and MoRTandH Specifications 1800.

[27.44.2]Drainage Spouts complete as per drawing no. SD/205 and MoRTandH MoRTandH specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) 2. For fixing in position

[27.45]PCC M15 Grade levelling course below approach slab complete as per drawing and MoRTandH MoRTandH specification clause 2700

[27.46]Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTandH specification clause 1500,1600,1700 and 2704

[27.55]Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer`s instructions for installation as per clause 2606 of MoRTH Specification (5th Revision, 2013).

[34.1.1]Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 1. Using Concrete Mixer

[34.10.1]Informatory sign board 600x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012

[34.18.1]Direction/Diversion Plate 1800x300mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. specifications. fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25X25X3mm fixed in position complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012

[34.20.1]Overhead sign board 6000x1500mm cantilever type single sided as per IRC 67-2012 with retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed single support system of MS pipe and plates in the form of a cantilever type truss made with 350NB pipe @50kg per metre as vertical support, 50NB pipe @ 4.50kg per metre and 40NB pipe @ 3.61kg per metre for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 . 1. Using retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

[34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

[34.31]Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. i) Excavation and backfilling are incidental to work and not to be measured separately. ii) Rate for RCC M 20 may be taken from chapter on super structure.

[34.37]Road Delineators Providing and fixing of standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 300 mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be provided with 3 year outdoor warranty report tested in India condition as per IRC 67: 2012 requirement. In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately.

[34.4.1]Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012

[34.49]Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

[34.7.1]Mandatory sign board 600 mm circular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012

[34.8.1]Informatory sign board 800x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012

[34.9.1]Informatory sign board 600x450 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012

[5.32.2]Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: 2. Channels, angles, tees and flats

[9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter

NS ITEMS Recovery Items CREDIT OF OLD STEEL @ Rs. 25000/- MT

Supply laying and jointing using heat Fusion electro fusion cutting and testing of 630 mm o/d Grade PE, 100PN 6 with a wall thickness maximum and minimum 45.3 mm HDPE Pipe for with a wall thickness maximum 35.7 mm HDPE Pipe for 630 mm o/d pipe sewer at an average depth from 0 Mtr. to 5.00 Mtr and ancillary works by trench-less Technology including civil and structural work required for lating in position as per given specification all works in on under water/liqued mud as required road cutting necessary barricading including of Flickring lights etc. disposal of Surplus eart as completion of drawing showing completion of alignment level completion of alignment level of the wrok etc. required for the necessary completion of the work on turn key bassis as per IS code 14333-1996 as amended upto date. 630mm HDPE Pipe PN-6

Construction of RCC manhole chamber of suitable size including Excavation lowering of water table foundation concrete 1:2:4 bunching with CC 1:2:4 RCC Slab thickness 12`` inch in RCC 1:1/2:3 and providing anf fixing SFRC (EHD35) manhole cover frame, plastic coted MS steps complete in all respect.

Supplying, laying, jointing, cutting and testing D.I K-9 pipes lines coated along with bitumen coated outside the pipeline and cement lining inside as per the class desired below and cost of excavation to the required depth and refilling same in all respects. 200 mm i/d

Supplying, laying, jointing, cutting and testing D.I K-9 pipes lines coated along with bitumen coated outside the pipeline and cement lining inside as per the class desired below and cost of excavation to the required depth and refilling same in all respects. 300 mm i/d

Supplying, laying, jointing, cutting and testing D.I K-9 pipes lines coated along with bitumen coated outside the pipeline and cement lining inside as per the class desired below and cost of excavation to the required depth and refilling same in all respects. 500 mm i/d

Provision for providing and fixing DI sluice valve for IVC/VAG make including cost of chamber completed in all respect. 200 mm i/d

Provision for providing and fixing DI sluice valve for IVC/VAG make including cost of chamber completed in all respect. 300mm i/d

Provision for providing and fixing DI sluice valve for IVC/VAG make including cost of chamber completed in all respect. 500 mm i/d

Providing and Fixing of DI Special complete in all respect including carriage of material complete in all respect.

Providing and fixing Sound/Noise Barrier

Supply of CSS Transformer 630 KVA Include Breaker

Supply of Low Tension Pannel with Two Incomer and Copper Bus Bar

Supply of 11 KV High Tension XLPE Cable 3 Core 185MM2

Supply of Out Door Type High Strength Cable Box Joint 3 Core 185MM2

Supply of 3 Core Cable High Strength Type Straight Through Joint 3 Core 185MM2

Supply of Low Tension ABC 120 plus 70 MM2

Supply of 2 Core ARMARD 10 MM2 for Single Phase Meter 140*7 = 980 Mtr.

Supply of 4*1 MCB for 1 Phase Meter

Supply of Trench for Cable Laying

Supply of GI Channel 75*40 MM

Supply of GI Angle 50*50*6 MM

Supply of GI Flat 50*6 MM

Supply of GI Nut and Bolt OFF Size

Supply of Low Tension ARM XLPE Cable 3.5 Core 300MM2, with Loop

Supply of Low Tension UNARM PVC 2 Core 10MM2

Supply of Mastical Tape Roll

Supply of PVC Tape Roll

Supply of Chemical Earthing (Metering Pannel plus Transformer Body plus H-Poles)

Supply of GI Strip 25*6MM 9 Mtr. Long (Metering Pannel Body plus O plus Transformer)

Supply of Copper Patti (Transformer Neutral plus Body)

Supply of Foundation for CSS Transformer (10`*8`*3`CC)

Supply of Fancing Jali for Compaq Transformer (2050 SQ Feet)

Supply of AL Thimble OFF Size

Supply of PCC Poles 11 Mtr. Long for H-Pole

Supply of PCC Poles 11 Mtr. for Low Tension Line

Supply of PCC Poles 11 Mtr. for High Tension Line

Supply of HDPE Pipe 200 MM

Supply of GI Pipe 40 MM Dia 6 Mtr. Long

Supply of CI Pipe 250 MM

Labour Charges for Erection of 630 KVA Transformer on Plinth

Labour Charges for Dismantle of 11 Mtr. Long PCC Poles CC Road

Labour Charges for Dismantle of 9 Mtr. Long PCC Poles CC Road

Labour Charges for Dismantle of H-Pole PCC Pole 11 Mtr. Long CC Road

Labour Charges for Dismantle of 200 KVA Transformer with Pole Mounting Sub Station

Labour Charges for Dismantle of 100 KVA Transformer with Pole Mounting Sub Station

Labour Charges for Dismantle of 63 KVA Transformer with Pole Mounting Sub Station

Labour Charges for Dismantle of ACSR 3SWG

Labour Charges for Dismantle of High Tension ABC 70 plus 70 MM2

Labour Charges for Dismantle of and Revised Erection of 2 Core-10mm2 PVC upto 30 Mtr.

Labour Charges for Dismantle of High Tension ABC 185MM2

Labour Charges for Erection of High Tension Deading

Labour Charges for Erection of Low Tension ABC 120 plus 70MM2 (980 plus 170 = 1120)

Labour Charges for Dismantle of High Tension Deading

Labour Charges for Dismantle of Low Tension ABC 120 plus 70MM2

Labour Charges for Dismantle of Low Tension ABC 95 plus 70MM2

Labour Charges for Dismantle of Low Tension ABC 50 plus 35MM2

Labour Charges for Dismantle of Low Tension 4 Core 25MM2 PVC

Labour Charges for Dismantle of 11KV High Tension XLPE Cable 50MM2

Labour Charges for Erection of High Tension XLPE 3 Core 185MM2 Laying into tranch (Which is Provided by BandR Civil Wing)

Labour Charges for Erection of Low Tension XLPE 3.5 Core 300MM2 Laying into tranch (Which is Provided by BandR Civil Wing) With Loop

Labour Charges for Erection of 4x1 MCB for Single Phase Meters

Labour Charges for Dismantle and Erection of Single Phase Meters

Labour Charges for Dismantle of Single Phase MCB

Labour Charges for Erection of Low Tension Deading

Labour Charges for Dismantle of Low Tension Deading

Labour Charges for Erection of 2 Core 10MM2 PVC

Labour Charges for Erection of PCC Poles 11 Mtr. with CC street (On Low Tension Line Use)

Labour Charges for Erection of PCC Poles 11 Mtr. with CC street (On Low Tension Line Use) 1

Labour Charges for HDPE Pipe 200MM

Labour Charges for GI Pipe 40MM

Labour Charges for CI Pipe 250MM

Labour Charges for Erection of H-Pole With 11 mtr. with CC Street

Labour Charges for loading/unloading with 11 Mtr. Dismantled PCC Poles

Labour Charges for loading/unloading with 9 Mtr. Dismantled PCC Poles

Labour Charges for loading/unloading with 11 Mtr. New PCC Poles

Labour Charges for Filling Charge FOE High Strength Cable Box For High Tension XLPE 3 Core 185MM2

Labour Charges for Filling Charge FOE High Strength Cable Straight Through Joint For High Tension XLPE 3 Core 185MM2

Labour Charges for Erection of Low Tension Pannel With Grouting

Labour Charges for Erection of Chemical Earthing

Labour Charges for Fabrication

Krishna Construction Co