Haryana State Roads And Bridges Development Corporation Limited has published Tender For 4 Laning Panipat At (G.T. Road Nh-44) Dahar Road Upto Nh-709 (Section Rd 3.000 To 6.700) (Road Id 9962) In Panipat Distt. Submission Date for this Tender is 16-03-2024. Road Work Tenders in Panipat Haryana. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | [10.76]Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 2 | [10.77]Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 3 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) |
| 4 | [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. |
| 5 | [13.27]Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 6 | [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 |
| 7 | [15.1.2.2]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 2.2. Mechanical Means Depth 3 m to 6 m |
| 8 | [15.45]Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORTandH clause 1600 |
| 9 | [15.6.1]Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excludingPointing andPlastering, as per Drawing andTechnical Specifications MORTandH clause 1300 1. Cement Mortar 1:3 (1 cement : 3 sand) |
| 10 | [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 |
| 11 | [15.8.7.1]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 7.1. RCC Grade M30 Using Concrete Mixer |
| 12 | [17.10.1]Excavation for Roadway in Soil by Mechanical meansand Tippers with Disposal up to 1000 metres. 1. Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposal within all lead and lift as per technical clause 301 of MORT&H specifications. |
| 13 | [17.15.3]Granular Sub-Base with CoarseGraded 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 3. Grading III material |
| 14 | [17.2.4]Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORTandH specifications. 4. In area of thorny jungle (By Mechanical Means) |
| 15 | [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 |
| 16 | [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 0.85kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications |
| 17 | [17.26.1]Tack Coat 1. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications |
| 18 | [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 centof 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 |
| 19 | [17.43.1]Laying of recycled Bituminous Pavement with Central Recycling Plant upto 75mm 1. Providing & laying50 mm - 75 mm DBM using the reclaimed material to the extent of 30% per cent of the required quantity after carrying out necessary check and evaluation, adding fresh mateerial including rejuvenation as required, grade, level and thickness, all as specified in clause No.519. (5th revision) 2013 using bitumen VG-30 (minimum Bitumen content 4.50% i/c bitumen of retrieved material as per job mix formula) using 100-120 TPH batch type hot mix plant with appropriate arrangement for use of R.A.P, appropriate roller and with hydraulic paver finisher with sensor control to the required grade. The milled material to be used in DBM shall be minimum 80% of the theoretical quantity. Note:- If bitumen required is more than 4.50% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. Milling on Bituminous Surface |
| 20 | [17.43.2]Laying of recycled Bituminous Pavement with Central Recycling Plant upto 75mm 2. Milling on Bituminous surface: Dismantling of existing damaged Bitumen surface by cold Milling Machine up to any depth and hauling the milled material up to any lead and stacking at nearest recycling Plant site. |
| 21 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications |
| 22 | [17.61.1]PIPE CULVERTS 1. Providing and Laying 600 mm dia Reinforced Cement Concrete Pipe NP3 / NP-4P /prestressed Concrete Pipe on First Class Bedding in Single Row Providing and Laying Reinforced cement concrete pipe NP3 /NP-4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications |
| 23 | [17.7]Construction of Embankment with Material Deposited from Roadway Cutting or Excavation Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.as per technical clause 305 of MORT&H specifications (Use Excavated Earth) |
| 24 | [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. |
| 25 | [27.11.1.1]RCC Grade M30 1.1. Height up to 5m Using concrete Mixer |
| 26 | [27.13]Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRTandH Specifications 1600 & 2200. |
| 27 | [27.15]Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRTandH Specifications 2706 & 2200. |
| 28 | [27.16.2]Back filling behind abutment, wing wall and return wall complete as per drawing and MoRTandH Specification 710.1.4 of IRC: 78 and 2200. 2. Sandy material |
| 29 | [27.17]Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRTH and Specification 710.1.4 of IRC: 78 and 2200. |
| 30 | [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 |
| 31 | [34.19.1]Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having 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 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m 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. Usingretro reflective Sheeting Class C as per IRC 67 2012 |
| 32 | [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. |
| 33 | [34.27.2]Kilometre Stone Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications 2. Ordinary kilometre stone (precast) |
| 34 | [34.27.4]Kilometre Stone Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications 4. 200 meter stone |
| 35 | [34.28]Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting |
| 36 | [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. |
| 37 | [34.33]Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 |
| 38 | [34.4.2]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 2. Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012 |
| 39 | [34.46.2]Anti-Glare Devices in Median/ Anti-glare screen with rectangular vane of MS sheet 2. Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m centre to centre, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in M-15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings The items of excavation and cement concrete as per approved design to be measured and paid separately. Rate of painting has been analysed separately in this chapter. |
| 40 | [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 |
| 41 | [34.55]Providingand erecting overhead signs with a corrosionresistant aluminium alloy sheet reflected with high intensity retro-reflective sheeting with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of galvanized steel trusses of section and type to be mounted by bolts and nuts over RCC structure as per drawing. |
| 42 | [34.6.1]Mandatory sign board 900 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 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. Usingretro reflective Sheeting Class C as per IRC 67 2012 |
| 43 | [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 |
| 44 | [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 |
| 45 | [35.10]Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Includes Mazdoor required for trimming of slope to proper profile and preparation of bed. |
| 46 | [35.9.1]Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications 1. Stone/Boulder |
| 47 | [5.26]Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. |
| 48 | [5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar |
| 49 | Providing Labour for E/o H Pole 11 Mtrall complete as per the direction of Engineer-in-charge. |
| 50 | Providing Labour forE/o PM S/Stn. 200 KV T/F all complete as per the direction of Engineer-in-charge. |
| 51 | Providing Labour forE/o PM S/Stn. 100 KV T/F all complete as per the direction of Engineer-in-charge. |
| 52 | Providing Labour forE/o PM S/Stn. 25 KV T/F all complete as per the direction of Engineer-in-charge. |
| 53 | Providing Labour forE/o PM S/Stn. 16 KV T/F all complete as per the direction of Engineer-in-charge. |
| 54 | Providing Labour forE/o 11KV XLPE Cable 185mm2 all complete as per the direction of Engineer-in-charge. |
| 55 | Providing Labour forE/o 11KV XLPE Cable 95mm2 all complete as per the direction of Engineer-in-charge. |
| 56 | Providing Labour forE/o 11KV XLPE Cable 50mm2 all complete as per the direction of Engineer-in-charge. |
| 57 | Providing Labour forE/o 11KV XLPE Cable Box 185mm2 all complete as per the direction of Engineer-in-charge. |
| 58 | Providing Labour forE/o 11KV XLPE Cable Joint 185mm2 all complete as per the direction of Engineer-in-charge. |
| 59 | Providing Labour forE/o 11KV XLPE Cable Box 95mm2 all complete as per the direction of Engineer-in-charge. |
| 60 | Providing Labour forE/o 11KV XLPE Cable Joint 95mm2 all complete as per the direction of Engineer-in-charge. |
| 61 | Providing Labour forE/o 11KV XLPE Cable Box 50mm2 all complete as per the direction of Engineer-in-charge. |
| 62 | Providing Labour forE/o 11KV XLPE Cable Joint 50mm2 all complete as per the direction of Engineer-in-charge. |
| 63 | Providing Labour forE/o LT AB Cable 50 plus 35m2 all complete as per the direction of Engineer-in-charge. |
| 64 | Providing Labour forE/o 11KV G.O. Switchall complete as per the direction of Engineer-in-charge. |
| 65 | Providing Labour forE/o Earthing Rod all complete as per the direction of Engineer-in-charge. |
| 66 | Providing Labour forE/o GSL all complete as per the direction of Engineer-in-charge. |
| 67 | Providing Labour forD/o PCC Pole 11 mtr.all complete as per the direction of Engineer-in-charge. |
| 68 | Providing Labour forD/o PCC Pole 9 mtr.all complete as per the direction of Engineer-in-charge. |
| 69 | Providing Labour forD/o PM S/Stn. 200KV T/F all complete as per the direction of Engineer-in-charge. |
| 70 | Providing Labour forD/o PM S/Stn. 100KV T/F all complete as per the direction of Engineer-in-charge. |
| 71 | Providing Labour forD/o PM S/Stn. 63KV T/F all complete as per the direction of Engineer-in-charge. |
| 72 | Providing Labour forD/o PM S/Stn. 25KV T/F all complete as per the direction of Engineer-in-charge. |
| 73 | Providing Labour forD/o PM S/Stn. 16KV T/F all complete as per the direction of Engineer-in-charge. |
| 74 | Providing Labour forD/o H Pole all complete as per the direction of Engineer-in-charge. |
| 75 | Providing Labour forD/o ACSR 50mm2 all complete as per the direction of Engineer-in-charge. |
| 76 | Providing Labour forD/o 11KV XLPE Cable 95mm2 all complete as per the direction of Engineer-in-charge. |
| 77 | Providing Labour forD/o 11KV XLPE Cable 50mm2 all complete as per the direction of Engineer-in-charge. |
| 78 | Providing Labour forD/o LT AB Cable 50 plus 35m2 all complete as per the direction of Engineer-in-charge. |
| 79 | Providing Labour forE/o 11 Mtr. PCC Poleall complete as per the direction of Engineer-in-charge. |
| 80 | Providing Labour forE/o 9 Mtr. PCC Poleall complete as per the direction of Engineer-in-charge. |
| 81 | Providing Laboure for E/o LT AB Cable 50 plus 35m2 all complete as per the direction of Engineer-in-charge |
| 82 | Providing Labour for Shifting ofPole all complete as per the direction of Engineer-in-charge. |
| 83 | -Providing Sundary Charges all complete as per Engineer in chief. |
| 84 | Providing and fixing of item Fabrication (3000 plus 4000 plus 2400)@12as per direction Engineer In charge |
| 85 | Un-Loading PCC Pole 11 Mtr. Nos. 311@300 |
| 86 | Un-Loading PCC Pole 9 Mtr. Nos. 14@180 |
| 87 | Stone Agrregate |
| 88 | Providing Material for PCC Pole 9 mtr Longall complete as per the direction of Engineer-in-charge. |
| 89 | Providing Material forPCC Pole 11 mtr Longall complete as per the direction of theEngineer-in-charge. |
| 90 | Providing Material for 11 KV G.O. Switchall complete as per the direction of the Engineer-in-charge. |
| 91 | Providing Material for Plate from set with J Boltall complete as per the direction of Engineer-in-charge. |
| 92 | Providing Material for11 KV Insulatorall complete as per the direction of theEngineer-in-charge. |
| 93 | Providing Material for 11 KV Disk Insulatorall complete as per the direction of the Engineer-in-charge. |
| 94 | Providing Material for 11 KV XLPE Cable 185 mm2 all complete as per the direction of the Engineer-in-charge. |
| 95 | Providing Material for11KV XLPE Cable 95 mm2 all complete as per the direction of theEngineer-in-charge. |
| 96 | Providing Material for11KV XLPE Cable 50 mm2 all complete as per the direction of theEngineer-in-charge. |
| 97 | Providing Material for11KV XLPE Cable Box 185 mm2 all complete as per the direction of the Engineer-in-charge. |
| 98 | Providing Material for11KV XLPE Cable Joint 185 mm2 all complete as per the direction of theEngineer-in-charge. |
| 99 | Providing Material for11KV XLPE Cable Box 95 mm2 all complete as per the direction of the Engineer-in-charge. |
| 100 | Providing Material for11KV XLPE Cable Joint 95 mm2 all complete as per the direction of Engineer-in-charge. |
| 101 | Providing Material for11KV XLPE Cable Box 50 mm2 all complete as per the direction of the Engineer-in-charge. |
| 102 | Providing Material for11KV XLPE Cable Joint 50 mm2 all complete as per the direction of theEngineer-in-charge. |
| 103 | Providing Material forLT AB Cable 50 plus 35 m2 all complete as per the direction of Engineer-in-charge. |
| 104 | Providing Material forWooden Clampall thecomplete as per the direction of Engineer-in-charge. |
| 105 | Providing Material forGI Angle 50*50*6 all complete toas per the direction of Engineer-in-charge. |
| 106 | Providing Material forGI Channel 75x40 in all complete as per the direction of Engineer-in-charge. |
| 107 | Providing Material forGI Flate 50x6 allthe complete as per the direction of Engineer-in-charge. |
| 108 | Providing all Material forDanger Plate all complete as per the direction of Engineer-in-charge. |
| 109 | Providing Material for conc.Barbed Wire all complete as per the direction of Engineer-in-charge. |
| 110 | Providing Material forACSR 80 mm2 all complete as per the direction of Engineer-in-charge. |
| 111 | Providing Material for THE Stay set complete all complete as per the direction of Engineer-in-charge. |
| 112 | Providing Material for THE Stay wireall complete as per the direction of Engineer-in-charge. |
| 113 | Providing Material forLT Insulator all complete TO as per the direction of Engineer-in-charge. |
| 114 | Providing Material for theD strip all complete as per the direction of Engineer-in-charge. |
| 115 | Providing Material for the V-shapeall complete as per the direction of Engineer-in-charge. |
| 116 | Providing Material forthe Top Hamerall complete as per the direction of Engineer-in-charge. |
| 117 | Providing Material for theEarthing Rod all complete as per the direction of Engineer-in-charge. |
| 118 | Providing Material forthe GSL all complete as per the direction of Engineer-in-charge. |
| 119 | Providing Material for Nut and Bolt all complete as per the direction of the Engineer-in-charge. |
| 120 | Providing Labour for E/o PM S/Stn. 63 KV T/F in all complete as per the direction of Engineer-in-charge |
| 121 | Providing labour of mufing of poles all complete as per the direction of Engineer-in-charge. |
| 122 | Providing and fixing 16 sqmm 4 core ( 32 m per pole) |
| 123 | providing and fixing 35 Sqmm 4 core ( 25 m for every 20 pole) |
| 124 | Credit of old bituminous material... |
| 125 | Credit of Dismantling reinforcement |
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