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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
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Tender Value
Refer Docs
EMD Value
₹46.8 L
Closing Date
28 Mar 2022, 4:00 pmClosed
EE NHD BNG
O/o EE NHD BNG
Improvements to road from Bangarpet to State Border from Km 51.00 to 82.300 (selected reaches) (JobNo.275 KNT 2016 17 1596) Balance Work
2022_MoRTH_679297_1
12/2021-22 dated 16.03.2022
Open Tender
Civil Works - Roads
270 days
Bangarpete
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
As per NIT
₹46.8 L
O/o EE NHD BNG
7 Apr 2022
17 Mar 2022
29 Mar 2022
17 Mar 2022
28 Mar 2022
17 Mar 2022
23 Mar 2022
Amount
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 (By tractor) to be used or auctioned, including removal and disposal of top organic soil including all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-II By Manual Means, In area of light jungle
Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified materials to be used in embankment including all lead, lifts all labour, hire charges of all machineries atc. complete and as per the Engineer-In-charge for successful completion of work-By Mechanical means
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, consolidation by vibratory road roller with desired field density not less than 97% of maximum dry density, including all lead, lifts all labour, hire charges of all machineries atc. complete and as per the Engineer-In-charge for successful completion of work
Earthwork excavation for roadwork in soil by mechanical means using dozerincluding cutting and pushing the earth to sit of embankment including, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location, unloading, with all lifts and lead including all labour, hire charges of all machineries etc., complete with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
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 in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, spreading by Dozer, grading by motor grader and consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density including all lead & lifts, loading, unloading, all labour, hire charges of all machineries etc., with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Construction of embankement with approved material obtained from borrow pits in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density including all lead & lifts, loading, unloading, all labour, hire charges of all machineries etc., with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.complete as per table 300-2.
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 in layers not exceeding 250mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roller including all lead, lifts all labour, hire charges of all machineries atc. complete and as per the Engineer-In-charge for successful completion of work
Construction of Granular sub-base by providing laying, spreading and compacting of close graded Material ( Table -400-1) , mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of GSB layer including cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road to achieve minimum CBR value of 30%, loading & unloading, all lead and lift with all lead for mixed material with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.(Compacted Thickness) Using Grading-II Plant Mix method
Construction of Wet Mix Macadum by providing laying, spreading and compacting of graded stone aggregates as per Table 400-13, mixing in a Wet mix plant of 75 tonne capacity at OMC, carriage of mixed material to work site in tipper , laid over a previously prepared surface to the required grade, level and alignment, compacting with vibratory roller 8-10 tonne to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading, all lead and lift with all lead for mixed material with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. Plant Mix Method By using Paver Finisher.(As per Job Mix)
Providing and applying primer coat with slow setting bitumen emulsion (SSI) complying with IS 8887 of approved quality and make on prepared surface of granular Base such as WBM, WMM including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying using Bitumen Pressure Distributor, uniformly at the rate of 0.80 kg/sqm as per Table 500-3, including cost of all materials, labour, hire charges of machinery, lead, loading, unloading with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.
Providing and applying Tack Coat as per Table 500-2 on prepared surface using Rapid Setting Bituminous Emulsion complying with IS 8887 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying by Bitumen Pressure Distributor, including cost of all materials, labour, hire charges of machinery, loading, unloading stacking, etc complete,with all lead and lifts On granular base such as WBM & WMM surfaces treated with primer/over B.T. surface (dry&hungry) at 2.5 kg/10 Sqm and including cost of all materials, labour, hire charges of machinery, lead, loading, unloading with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.
Providing and laying Dense Graded Bituminous Macadam using crushed aggregates as per table 500-10 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates, premixed with minimum bituminous binder VG-30 Grade Paving Bitumen(as per clause 504.2.1) complyimg with IS 73-2013 in Hot mix plant , loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Hydrostatic Paver Finisher with sensor controller to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc with all lead for mixed material and all other incidental charges etc complete and as per the direction of the Engineer-In-Charge for successful completion of work . Using 40-60 TPH batch type HOT MIX PLANT. 50mm compacted thickness (Grading-2) with minimum of 4.50% Bitumen.(As per Job Mix)
Providing and applying Tack Coat as per Table 500-5 on prepered surface using VG-10 Grade Paving Bitumin complying with IS 73-2013 as per IRC -22 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by Air compressor,and spraying by Bitumen pressure Distributor, including cost of all matireals, labour, hire charges of machinary including cost of all materials, labour, hire charges of machinery, lead, loading, unloading with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.On black topped surface at 2.00 kg /10 sqmt.
Providing and laying Bituminous Concrete using crushed stone aggregates as per table 500-17 of specified graded aggregates and filler (Cement) @ 2% by weight of aggregates premixed with minimum bituminous binder VG-30 grade Paving Bitumen(60/70 Grade) as per clause 504.2.1) complying with IS 73-2013/IS 73/IS15462(IRS SP53) in Batch type mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with Hydrostatic Paver Finisher with sensor controller to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, stacking, transporting with all lead for mixed material and all other incidental charges etc complete as per the direction of the Engineer-In-Charge for successful completion of work (Compacted thickness). Using 100-120 TPH Batch mix plant, Grading-2 with 5.4% Bitumen(As per Job Mix Using VG-30 grade Paving Bitumen (60/70 grade)
Painting the road surface using approved quality Thermo Plastic material (homogneiously composed of aggregates, pigment, resings and glass reflcetorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of mentioned area of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperatutre, that shall produce an adherent pavement marking of minimum specified thickness including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.a)5.50Kg per Sqm 2.5 mm thick
Providing and fixing of Reflective Raised Pavement marker (RPM’s) / Cat eyes / Road studs confirming to ASTM D4280 type - H, having reflective panels made of prismatic lens of total internal reflection, the prismatic lens should be electronically fixed (welded) to body made of polycarbonate mould, with a height of 20mm size of 130mm X 105mm and reflecting area of 13 Sq Cm with the slope of retro reflective surface the RPM's should be fixed by using two numbers of polymer shanks using appropriate adhesive as recommended and certified by RPM manufacturer. The raised pavement marker should support a sufficient minimum load of 13635 Kg in accordance with ministry specification. The test certificates of the product and purchase lots certificate issued by the supplier should be produced at the time of billing. The RPM's should be got approved by the engineer in charge of work before fixing at site. The cost is inclusive of all lead lift, transportation, labour, fixing in position firmly, Transportation charges, all taxes cost and conveyance of all materials, labour, hire charges of machinery, etc., complete. reflectivity warrenty as per IRC 67-2012. with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
Providing, Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 as per drawings including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. and as per the direction of the Engineer-In-Charge for successful completion of work
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67-2001 fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface, as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transportation etc., complete. reflectivity warrenty as per IRC:67-2012 including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work B.supported on a Class-B GI Pipe 80mm outer dia, of length 3.5 mtrs (minimum effective height 1.90m) made of Micro Prismatic retro reflecting type XI sheeting as per table 6.9
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 including lettering fixed over aluminium sheeting, 2 mm or aluminium composite panel 4 mm thick firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The item includes earthwork excavation, Cement Concrete M-15 grade, 2 coats of approved colour synthetic enamel painting to the steel surface with black and white paint to poles 30cm alternate as per clauses, including curing, cost of all materials, labour, loading, unloading, lead, lift, transportation etc., complete. reflectivity warrenty as per IRC:67-2012 including curing, cost of all materials, labour, loading, unloading, lead, lift, transporting with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work supported on a class B GI pipe 80 mm outer dia, 3.50 mtrs hight (min. effective hight 1.90 mtrs) made of high intensity grade Micro Prismatic type IV sheeting, as per table 6.6.
90 cm equilateral triangle
60 cm circular
80 cm x 60 cm rectangular
60 cm x 45 cm rectangular
90 cm high octagon
Providing and erecting Project Display Board of size 1.80 vertical x 1.60 M Horizontal made of cold rolled coil 16 Guage (1.6mm thickness) sheeting strenghtened by welding to MS angle of size 35x35x5mm iron framework on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron framworks, background of the facing side of the board painted in traffic yellow, project information written in English / Kannada / Hindi, painting letters and numerals in black, fixed on a mild steel angle iron post 75 mm x 75 mm x 6 mm , 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45x 60cm, 60cm below ground level and the board 2.8M from ground level as per approved drawing ( Excluding cost of lettering) including cost all materials, labour, hire charges of machinery, lead, lift, loading, unloading, curing backfilling, transporting etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
Providing and Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, using 20mm Granite/Basalt/Trap metal & clean seived approved sand, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 as per drawings, formwork, curing, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead, lift, transporting etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-Using Concrete Mixer / Batching Plant
Cutting of trees including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lead & lifts and earth filling in the depression/pit including all labour, hire charges of all machineries etc., including cost all materials, labour, hire charges of machinery, lead, lift, loading, unloading, transporting etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work Girth from 900 mm to 1800 mm
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade,all labour, hire charges of all machineries etc., including cost all materials, labour, hire charges of machinery, lead, lift, loading, unloading, transporting etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material including cost all materials, labour, hire charges of machinery, lead, lift, loading, unloading transporting etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work -(iii) B Rubble stone masonry in cement mortar.
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including cost all materials, labour, hire charges of machinery, lead, lift, loading, unloading transporting etc., complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-Ordinary soil-Manual Means (Depth upto 3 m)
Providing and laying Plain cement concrete 1:3:6 mix with Granite / Basalt / Trap crushed stone aggregate 40 mm nominal size, clean seived approved fine agrigate or double washed crushed metal sand, mechanically mixed in concrete mixer, placed in foundation and compacted by vibrator, curing for 14 days, including cost of all materials, labour, hire charges of machinery, loading, unloading, lead, lift, transporting etc.,complete with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work
Providing & laying Plain / Reinforced Cement Concrete M 20 (1:1.5:3) in substructure for Abutment / Pier Cap using granite/trap/basalt aggregates using 20mm and downsize and clean sieved approved fine agrigate or double washed crushed metal sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., complete (excluding cost of steel and fabrication charges) complete and as per the direction of the Engineer-In-Charge for successful completion of work
Providing & laying Reinforced Cement Concrete M 25 for solid slab superstructure using granite / trap / basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., complete (excluding cost of steel and fabrication charges) complete and as per the direction of the Engineer-In-Charge for successful completion of work
Providing T.M.T. Steel bar reinforcement conforming to IS-1786, designation as per table 1000-3 including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tying, lapping and /or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, hire charges of machinery, lead, lift, loading, unloading complete and as per the direction of the Engineer-In-Charge for successful completion of work -FE 500 Grade
Providing and Laying available prestressed Reinforced cement concrete pipe NP4/NP3, for culverts on first class bedding of granular material in single row, fixing collar with clean seived approved sand, cement mortar 1:2, including cost of all materials labour, loading, unloading, lead, lift, etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work (i) using NP-4 (c) 1200 mm dia
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 in layers not exceeding 250mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roller and carriage by tipper complete withall lead lifts, loading, unloading, all labour, hire charges of machinery etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.
PSCC pole 9 mtrs long including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
PSCC Pole DP structure 9 mtrs including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
11 KV 200 Amps single break GOS including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
45 KN Disc Insulator including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
11 KV Pin Insulator with GI Pins including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
11 KV Horizontal cross arm with STS including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
4 Pin Cross arm with STS including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
1.1 KV Pin Insulator LT including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
No.8 strain Insulator including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
PVC pipe 40 mm dia including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
PVC Insulation Tapes including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
PVC wire 10 Sq.mm including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
120 Sqmm Al lead wire including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
H-frame set 11 KV, 200 Amps single break GOS including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
LT protection kits 63/100 KVA including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
TC grounding pipe type (GI pipe B-Class) including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Guy Set including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
PG clamps for Rabbit Conductor including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Rabbit ACSR Conductor including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
120 sqmm Heavy Duty copper Terminals long barrel including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion work
Guarding for Road crossing Telephone line crossing between HT & LT line crossing including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion work
Alkathene tube 25mm including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of
Spiral Earth Electrode including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Special 3 pin cross arms including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
11Kv ABC 3X95+1X70 sqmm (Insulated Messanger wire) including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Suspension clamp (Excluding pole clamps and Eye hook) including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Pole clamp HT/LT AB cable including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Eye hook (flat type) for fixing clamp including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Dead end clamp/anchor clamp Assembly 25 to 95sqm(excluding pole clamps and Eye hook) including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
11Kv ABC Termination kits including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge
11Kv ABCstraight thru joint kits including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge
9m PSCC Double pole Transformer structure including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for su
Braces including all lead & lifts, loading, unloading, hire charges of all machineries etc., complete as per specifications with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Errection of RCC/PSC poles 9 mtrs long with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Errection of 9 mtrs poles DP structure with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Fixing of cross Horizantal Arm with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Fixing of spiral Earth Electrode with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Fixing LT protection kits with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Fixing of GOS 200 A single break with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Fixing of H Frame with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Fixing of Guy sets with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Stringing of 11 Kv ABC 3x95+1x70 sqmm (insulated Messanger wire) with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Fixing of suspention clamp (Exculding pole clamps and Eye hook) with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Fixing of pole clamp HT/LT AB cable with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Fixing dead end clamp/Assembly 25 to 95 sqm (Exculding pole clamps and Eye hook with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Making of 11 Kv ABC Termination Kits with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Making of 11 Kv ABC stright thru joint kits with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Stringing of Rabbit conductor with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Releasing & restringing Rabbit conductor with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Loading & unloading of PSCC 9 mtrs pole with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Fixing of TC Grounding pipe type with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Releasing & Refixing over Head S/M with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Releasing & Restrining of 95 sqm AB cable with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Releasing & Refixing of street lights with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Releasing & Reerection of 25/63 KVA with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Transpotation charges of Releasing materials work spot to KGF store with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Releasing of RCC poles with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Releasing of 7.5/8 mtrs PSC/PCC pole/with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Releasing of Double pole/single pole structure with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Errection of Transformer structure 9m 25/63,63/100 KVA with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Fixing of SPL 3 pin x arms with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Stringing of road Garding with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
Releasing of HT/LT x-Arms with all other incidental charges and as per the direction of the Engineer-In-Charge for successful completion of work.
M/s B Munikrishnappa
Bidder Name
SEETHAL CONSTRUCTIONS
M/s B Munikrishnappa
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