Karnataka State Industrial And Infrastructure Development Corporation Limited Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
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Tender Id
KSIIDC/2022-23/RO/WORK_INDENT10Bid Award Id
ViewTender No
KSIIDC/2022-23/RO/WORK_INDENT10Tender Authority
Karnataka State Industrial And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead including formwork, centering, vibrating, compacting, cost of labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, trasportation, stacking, finishiong the exposed surfaces neatly etc., complete 1200 mm dia piles
582
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-
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead including formwork, centering, vibrating, compacting, cost of labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, trasportation, stacking, finishiong the exposed surfaces neatly etc., complete 1000 mm dia piles
1488
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-
Levelling course for Pile cap : Providing and laying of PCC M15 levelling course 100mm thick below the pile cap. PCC Grade M15 using batching plant & manual placing, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces neatly etc., complete.
186
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-
PCC M15 Grade leveling course below approach Slab complete as per drawing and Technical specification. Case II PCC grade M15 using batching plant & manual placing including formwork, centering, vibrating, compacting, cost of all labour, material, usage charges of machinery, curing, lead, lifts, loading, unloading transportation stacking finishing the exposed faces etc., complete.
849
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-
Reinforced cement concrete approach slab including formwork, vibrating, compacting, cost of all labour, materials, usage charges of machinery, including reinforcement, ciuring, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces etc., complete as per drawing and Technical specification. NOTE : The grade of Reinforced cement concrete may be adopted as M30 for severe conditions and M25 for moderate conditions.
1719
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-
PCC Grade M20 : Plain/Reinforced Cement Concrete In Open Foundation complete as per Drawing and Technical Specifications including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces neatly etc., complete. PCC Grade M20 using batching plant transit mixer & manual placing.
21
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-
PCC Grade M15 : Plain/Reinforced Cement Concrete In Open Foundation complete as per Drawing and Technical Specifications including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces neatly etc., complete. PCC Grade M15 using batching plant transit mixer & manual placing.
1543
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-
RCC Grade M30 : Plain/Reinforced Cement Concrete In Open Foundation complete as per Drawing and Technical Specifications including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces neatly etc., complete. RCC Grade M30 using batching plant transit mixer & manual placing.
100
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-
Cement Concrete for Reinforced Concrete In Pile Cap complete as per Drawing and Technical Speclftcatlon including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces neatly etc., complete. RCC Grade M35 using batching plant & Concrete pump.
3315
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-
RCC Grade M35 : Plain/Reinforced Cement Concrete In Open Foundation complete as per Drawing and Technical Specifications including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces neatly etc., complete. RCC Grade M35 using batching plant transit mixer & manual placing.
2805
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-
Sub structure - Plain / Reinforced cement concrete In sub-structure complete as per drawing and Technical Specifications including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces neatly etc., complete. RCC Grade M35 using batching plant transit mixer & Concrete pump. Height upto 5m. For Dirt Wall, RCC Wall
1413
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-
RCC Grade M35 : Plain/Reinforced Cement Concrete In Open Foundation complete as per Drawing and Technical Specifications including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces neatly etc., complete. RCC Grade M35 using batching plant transit mixer & manual placing.
3559
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-
Sub structure - Plain / Reinforced cement concrete In sub-structure complete as per drawing and Technical Specifications including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces neatly etc., complete. RCC Grade M45 using batching plant transit mixer & Concrete pump. Height upto 5m. (i) For Pier
1290
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-
Sub structure - Plain / Reinforced cement concrete In sub-structure complete as per drawing and Technical Specifications including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces neatly etc., complete. RCC Grade M45 using batching plant transit mixer & Concrete pump. Height upto 5m to 10m. For Pedestal, Pier and Pier Cap
2607.75
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-
Super structure - Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces etc., complete. RCC / PSC Grade M45 - Using batching plant, transit mixer and concrete pump. For T-beam & slab-Height 5m to 10m. For PSC Girders, Deck Slab & Diaphragm
8830
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-
Super structure - Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces etc., complete. RCC / PSC Grade M45 - Using batching plant, transit mixer and concrete pump. For T-beam & slab-Height 5m to 10m. For Box Girder
1318
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-
Super structure - Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces etc., complete. RCC / PSC Grade M40 - Using batching plant, transit mixer and concrete pump. For T-beam & slab-Height 5m to 10m. For Deck Slab
227
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-
Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces etc., complete. RCC / PSC Grade M35 - Using batching plant, transit mixer and concrete pump - Kerb wall & Median slab
115
-
-
Supplying, fitting and fixing in position true to line and level Spherical bearing conforming to IRC and clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical Specifications 150 Mt Capacity
168
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-
Supplying, fitting and fixing in position true to line and level Spherical bearing conforming to IRC and clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical Specifications - do-- 200 Mt Capacity
216
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-
Supplying, fitting and fixing in position true to line and level Spherical bearing conforming to IRC and clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical Specifications - do-- 300 Mt Capacity
12
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-
Supplying, fitting and fixing in position true to line and level Spherical bearing conforming to IRC and clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical Specifications - do-- 350 Mt Capacity
16
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-
Supplying, fitting and fixing in position true to line and level Spherical bearing conforming to IRC and clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical Specifications - do-- 400 Mt Capacity
12
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-
Supplying, fitting and Placing TMT Fe 500 grade bar reinforcement including cost of all labour, materials, usage charges of machinery, fabrication charges, straightening, cutting, bending, hooking, binding with approved quality of binding wire, after placing in position, tying, lapping and/or welding wherever required (wastages for laps, hooks shall not be measured and paid) with all lead, lifts, loading, unloading, transportation, stacking neatly etc., complete as drawing and Technical Specifications. -- do -- Pile and Pile Cap, RCC Wall
1404.02
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-
Supplying, fitting and Placing TMT Fe 500 grade bar reinforcement including cost of all labour, materials, usage charges of machinery, fabrication charges, straightening, cutting, bending, hooking, binding with approved quality of binding wire, after placing in position, tying, lapping and/or welding wherever required (wastages for laps, hooks shall not be measured and paid) with all lead, lifts, loading, unloading, transportation, stacking neatly etc., complete as drawing and Technical Specifications. -- do -- Pier, Pier Cap,Pedestal, dirt wall, Pier protection
1052.4
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-
Supplying, fitting and Placing TMT Fe 500 grade bar reinforcement including cost of all labour, materials, usage charges of machinery, fabrication charges, straightening, cutting, bending, hooking, binding with approved quality of binding wire, after placing in position, tying, lapping and/or welding wherever required (wastages for laps, hooks shall not be measured and paid) with all lead, lifts, loading, unloading, transportation, stacking neatly etc., complete as drawing and Technical Specifications. -- do -- Superstructure, Girders, Deck Slab, Approach Slab, Crash Barrier
2044.63
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-
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transportating etc., complete.
273.69
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-
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade)
168
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-
Drainage Spouts - Drainage Spouts complete as per drawing and Technical specification including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting etc., complete.
658
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-
Providing fixing of steel gratings/ screens / thrash racks including cost of all materials and labour with all lead and lift as per drawing and technical specification or as directed by the engineer in charge . (Grating of size 1.2 X 1Mtr)
223
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-
Providing and laying pre-cast cover slabs over drains of specified size as shown in drawings using M30 concrete reinforced, slabs jointed in CM 1:3 proportion and nicely finished including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, HOM of machineries, curing, lead and lift charges etc, Complete as per MORTH specifications No. 1500, 1700. (Excluding cost of steel)
1
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-
Providing and fixing to wall, ceiling and floor high density polyethylene pipes 6.00 kgf/sq.cm working pressure of outside diameter raising mains & exposed distribution pipes with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM and testing
complete as per specifications. (140mm dia)
2562
-
-
Strip Seal Expansion Joint: Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete including cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transporting, to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation etc., complete as per approved drawings and standard specifications Note: 1. The installation shall be done by the manufacturer or his authorised representatives to the satisfaction of the engineer. 2. The concreting for jointing the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC deck.
248
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-
Filler Joint:- Providing & fixing 20mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification, including cost of all materials, all labour, fixing in position material, usage charges of machinery, lead, lifts, loading, unloading, transporting etc., complete.
1513
-
-
Providing and laying (65mm thick ) wearing course comprising of 40mm asphalt concrete over 25 mm thick mastic asphalt including cost of prime coat, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, all complete as per clause 509, 515 & sub clause 2702.1.1, ROB Portion
998.8
-
-
Providing and laying (65mm thick ) wearing course comprising of 40mm asphalt concrete over 25 mm thick mastic asphalt including cost of prime coat, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, all complete as per clause 509, 515 & sub clause 2702.1.1 . Flyover Portion
14034
-
-
Provision of an Reinforced cement concrete M 40 grade crash barrier at the bridge deck & approaches to bridge structures, pier protection constructed with reinforced cement concrete with TMT Fe 500 grade reinforcement conforming to MoRT&H specification and as per detail given in IRC-5 including dowell bars, expansion joints filled with premoulded asphalt filler board etc., and approved drawing and at locations directed by the engineer all as specified including cost of all labour, material, usage charges of machinery, lead, liftsloading, unloading transporting etc., complete. Crash Barriers for bridge (height 1100 mm) as per details given IRC-5 (Fig-2) (area 0.298Sq:m for 1 meter length).
2740.75
-
-
Providing and fixing in position MS pipe railing over crash barrier using 80 NB medium class pipe, including fabrication, providing pipe supports and base plates, brackets, along with bolts, fixing in position, providing anti corrosive treatment as per the detailed drawing and technical specifications, etc. complete (baseplates, brackets, bolts, supports, will not be measured separately).
181.6
-
-
High performance Anti carbonation protective coating: Providing and applying primer and two coats of 100% acrylic breathable, water based, anti-carbonation coating. Coating to be applied at the rate 300 g/m2. Minimum DFT of coating to be 225 micron. The coating shall have atleast a 4 year track record of use as an anti-carbonation coating and shall have the test reports evaluated from Ministry of New and renewable Resources supported laboratory demonstrating Solar Reflectance Index (ASTM E 1980-11, EN 673:2011, EN 410:2011) 104. 1. Carbon dioxide diffusion equivalent air layer thickness (DIN EN 1062-6) 100 m
2. Carbon dioxide diffusion resistance co-efficient (DIN EN 1062-6) 7.50 X 105
3. Elongation of cured film shall be as per ASTM D 2370/98 400%
4. Chloride Ion Diffusion(ASTM C 1202) = Zero Penetration
5. Adhesion (ASTM D 4541) 2 N/mm2
57708
-
-
Fabrication, Erection, Launching of BOW STRING Steel Girder: - Supply, Fabrication & Launching of BOWSTRING TYPE structural steel Girder with supply & fixing shear stud for Rail bridge as per the RDSO approved Drawing No. RDSO/B-1041U1 TO 10411/9 and using contractors supply of 45m clear span as per RDSO specification and standard drawing and using contractors supply of steel for fabrication of Arch girder, Hangers, Edge beam, Cross beam, Tie beam, diaphragm etc. connected with main Girder should confirm to UT tested structural steel, E- 250(BR-410), E-350(Fe-4908)E-410C(Fe-s40) trade (weldable quality) steel from SAIL/TATA/RINL/TlSCO as pet lS 2062/2011 grade "B" fully killed along with the proper test report, both physical, chemical and fabrication of steel girder at work shop as per relevant IRC/lRS codes and specification using submerged arc welding/CO2 weldings rods/CO2 Gas, Bolts & nuts, shear stud and rivets for connection of splicing joints using high tensile steel/mild steel materials and as per lS 1149/1148 and for inspection as per 1S 822, the fabricated girder to be transported to bridge site with contractors own trailer/truck, labour, cranes etc. at the cost of firm fabrication is carried out in the work shop complete assembled at site on a firm ground with suitable platform using Crane of suitable capacity, labour etc., sleeper rail near crane for assembling, before launching , Launching the fabricated BOWSTRING type steel Girder in the span of Railway line with arrangements of Barges of suitable capacity with the proper safety with contractors own method and arrangements approved by Engineer-in-Charge up to level of pier cap & fixing in position over the suitable bearing duly arranging temporary supporting arrangements, suitable steel cribs, Rail, wooden block, lighting arrangements, if required labour, crane, crew, consumables, erection tools like power jack of suitable capacity, templates, fixtures equipment's and plants etc., complete as directed by Engineer in Charge. Any additional stagings for the purpose of launching and fabrication needed during the course of work will have to be borne by contractor at his own cost. The rate shall also be inclusive of transportation of fabricated girder parts to site by contractor's own means at his own cost. The rate shall also be inclusive of cold straightening of deformed and bent girder parts before their assembling and other ancillary steel structures where ever necessary for proper level and alignment. The rate shall be inclusive of supply, erection and dismantling of staging and scaffolding and other temporary arrangements wherever required for the purpose of assembly, erection and launching of girders. The launching has to be done as per scheme supplied by the contractor and approved by Engineer in-Charge. The contractor has to bring all the materials after doing priming coat of etch primer (as per lS:5666) one coat of Zinc Chrome primer (as per lS: 104) to the site, After transportation, assembling and erection at site two coats of finishing coat with aluminium paint as per lS: 2339 to be applied after touching up the priming coat if damaged in transit. No extra payment will be made for idling of men and machineries. Note: This rate is only valid for the BOWSTRING TYPE structural steel girder for execution.
475.5
-
-
Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. Note :- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project.
292
-
-
Back filling behind abutment, wing wall and return wall, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting etc., complete as per drawing and Technical Specification. Using Granular material.
3130
-
-
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, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transportating etc., complete.
1362
-
-
Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid 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 sectionetc., spreading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation).
17338
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-
Granular Sub base with close / coarse graded material : Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost of all matrerials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete. Grading-V
8748
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-
Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, 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 in sub- base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all matrerials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete.(Laying using Mechanical Paver).
7600
-
-
Providing and applying primer coat with SS1 bitumen emulsion complying IS-8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per table-500-3 including cost of all materials, labour, usage charges of all machinery, lead, lift, loading & unloading etc., complete.
27488
-
-
Providing and applying tack coat with VG-10 grade bitumen using bitumen pressure diatributor at the rate of 0.25 kg per sqm on the prepared granular sudace cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, lead, lift, loading & unloading etc., complete.
27488
-
-
Dense Graded Bituminous
Macadam Grading -I - Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG -30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 4.0 percent by weight of total mix and filler @ 2% by weight of aggregate, 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 as per MoRT&H specification clause No. 505 complete in all respects including cost of all labour, materials & all labour, usage charges of all machinery, all lead, lifts, loading, unloading stacking transporting etc., complete. 75-100mm compacted thickness
1197
-
-
Dense Graded Bituminous Macadam Grading - II - Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG -30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 4.5 percent 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 as per MoRT&H specification clause No. 505 complete in all respects including cost of all materials & all labour, usage charges of all machinery, all lead, lifts, loading, unloading stacking transporting etc., complete. 50-75mm compacted thickness
1400.4
-
-
Tack Coat on Bituminous
surfaces - Providing and applying tack coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, lead, lift, loading & unloading etc., complete.
32475
-
-
Bituminous Concrete Grading - I - Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG 40 grade paving bitumen as per clause 504.3.1 complying with IS-73- 2013 of specified grading, premixed with bituminous binder @ 5.2 percent of mix and filler @ 2% by weight of aggregate, 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 as per MORT&H specification clause No. 507 complete in all respects including cost of materials & all labour, usage charges of all machinery, all lead, lifts, loading, unloading stacking transporting etc., complete. 50mm compacted thickness.
303
-
-
Bituminous Concrete
Grading -II - Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG 40 paving bitumen as per clause 504.3.1 complying with IS-73- 2013 of specified grading, premixed with bituminous binder @ 5.4 percent of mix and filler @ 2% by weight of aggregate, 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 as per MORT&H specification clause No. 507 complete in all respects including cost of all labour, materials & all labour, usage charges of all machinery, all lead, lifts, loading, unloading stacking transporting etc., complete. 30-40mm compacted thickness.
1041
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-
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, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transportating etc., complete.
5515
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-
Providing Weep Holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100mm dia PVC pipe, 110mm dia at 4Kg/Sqcm fixing with glue extending through the full width of the structure with slope of 1V : 20H towards drawing face, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, trasporting etc., complete as per drawing and Technical Specifications.
12496
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-
Supplying PVC pipes of 160mm dia and 6Kg/sqcm class as mentioned below conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials with jointing of approved type, including cost of all materials and labour with all lead and lift as per drawing and technical specification or as directed by the engineer- in-charge
579
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-
RCC Gully Chambers of internal dimension of Size 450mm X 300mm X 350mm with hinge type MS gratings (heavy duty) pipe connections shall be constructed at road kerb edge , at 5mtr intervals, as per drawing and technical specifications etc., complete
304
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-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, including barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foreign matter, demarcation at site, traffic control, cost of all materials, all labour, lead, lifts, loading, unloading, transporting etc., complete. 2.5mm thick
2977
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-
Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on New Work : Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of dirt, dust and other foreign matter, demarcation at site and traffic control including cost of all materials, all labour, loading, unloading, lead, lifts, transporting etc., complete. - Over 10cm in width
124
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-
Road Studs with Lense Reflector: Supplying of Solar Raised Pavement Each Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc ., complete.
1964
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-
Direction and place identification signs with size more than 0.9 sqm size board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of High Intensity grade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB ,3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, finishing neatly, including supplying to site of work,curing concrete work, cost of all materials all labour, lead, lifts, loading, unloading, transporting etc ., complete. Note: Lettering and arrow marks on sign boards to be provided seprately as per actula requirment. Rates for these items have been analysed separately.
12.61
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-
Providing, fixing, Rubber Rumble strips with width and depth of 250mmx25mm, Heavy duty model with unit weight as per IRC / MORTH standards, including cost of all material, fixtures, labour etc. complete, conforming to the Technical Specifications and as directed by the Engineer in Charge.
324
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-
Painting two cots on New concrete surfaces: Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials, all labour, loading, unloading, lead, lift, transporting etc., complete.
5587
-
-
Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-C Type XI retro reflectice sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet includiing lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x x3mm Angle mounted on a mild steel circular pipe 65NB 3.6mts high (min effectice height 1.9 mts), 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, including curing, cost of all materials, all labour, lead, lifts, loading, unloading transporting etc., complete. Informatory signs (Route marker signs (600mm x 450mm))
12
-
-
Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-C Type XI retro reflectice sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet includiing lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x x3mm Angle mounted on a mild steel circular pipe 65NB 3.6mts high (min effectice height 1.9 mts), 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, including curing, cost of all materials, all labour, lead, lifts, loading, unloading transporting etc., complete. Informatory signs (Route marker signs (800mm x 600mm))
3
-
-
Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-C Type XI retro reflectice sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet includiing lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x x3mm Angle mounted on a mild steel circular pipe 65NB 3.6mts high (min effectice height 1.9 mts), 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, including curing, cost of all materials, all labour, lead, lifts, loading, unloading transporting etc., complete. Mandatory signs : Speed limit compulsory keep left etc. 600 mm dia meter complete as per drawings and as per Technical Specifications Clause No. 801.
24
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-
Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-C Type XI retro reflectice sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet includiing lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x x3mm Angle mounted on a mild steel circular pipe 65NB 3.6mts high (min effectice height 1.9 mts), 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, including curing, cost of all materials, all labour, lead, lifts, loading, unloading transporting etc., complete. Mandatory signs : Speed limit compulsory keep left etc. 900 mm dia meter complete as per drawings and as per Technical Specifications Clause No. 801.
6
-
-
Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-C Type XI retro reflectice sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet includiing lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x x3mm Angle mounted on a mild steel circular pipe 65NB 3.6mts high (min effectice height 1.9 mts), 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, including curing, cost of all materials, all labour, lead, lifts, loading, unloading transporting etc., complete. Cautionary Signs (Triangular 600mm side)
31
-
-
Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-C Type XI retro reflectice sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet includiing lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x x3mm Angle mounted on a mild steel circular pipe 65NB 3.6mts high (min effectice height 1.9 mts), 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, including curing, cost of all materials, all labour, lead, lifts, loading, unloading transporting etc., complete. Cautionary Signs (Triangular 900mm side)
10
-
-
Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-C Type XI retro reflectice sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet includiing lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x x3mm Angle mounted on a mild steel circular pipe 65NB 3.6mts high (min effectice height 1.9 mts), 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, including curing, cost of all materials, all labour, lead, lifts, loading, unloading transporting etc., complete. Informatory signs (Chevron marker signs (600mm x 500mm))
12
-
-
Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-C Type XI retro reflectice sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet includiing lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x x3mm Angle mounted on a mild steel circular pipe 65NB 3.6mts high (min effectice height 1.9 mts), 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, including curing, cost of all materials, all labour, lead, lifts, loading, unloading transporting etc., complete. Informatory signs (Route marker signs (800mm x 600mm))
10
-
-
Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5m in length fitted on a ‘A’ frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 45º, ‘A’ frame painted with 2 coats of yellow paint, complete as per IRC:SP:55 including cost of materials, all labour, lead, lift, loading, unloading, transporting etc., complete.
1527
-
-
Flagman : Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600mm securely fastened to a staff 1m in length for guiding the traffic including cost of all materials, all labour, transportion etc., complete.
620
-
-
Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness including all labour, hire charges of all machineries etc., complete.
2
-
-
Cutting of trees trunks, branches and removal of stumps and roots of trees and stacking of serviceable material with all lifts and up to a lead of 1000 mtrs including all labour, usage charges of all machinery, loading, unloading, transportation etc., complete. Girth from 300 mm to 600 mm
78
-
-
Cutting of trees trunks, branches and removal of stumps and roots of trees and stacking of serviceable material with all lifts and up to a lead of 1000 mtrs including all labour, usage charges of all machinery, loading, unloading, transportation etc., complete. Girth from 600 mm to 900 mm
12
-
-
Cutting of trees trunks, branches and removal of stumps and roots of trees and stacking of serviceable material with all lifts and up to a lead of 1000 mtrs including all labour, usage charges of all machinery, loading, unloading, transportation etc., complete. Girth from 900 mm to 1800 mm
2
-
-
Dismantling of Flexible pavements - Bituminous courses - By Mechanical means: Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 meters, stacking serviceable and unserviceable materials separately, including all labour, usage charges of all machinery, lift, load, unload, transportation etc., complete. etc complete (dismantled material to be transported mechanically)
1766
-
-
Compacting original ground supporting subgrade: Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for subgrade construction including all lead, lifts, loading, unloading, all machinery etc., complete.
3211
-
-
Dismantling of Kerb stone by manual: Dismantling kerb stone and disposal of dismantled material with all lifts and lead, including all labour, usage charges of all machinery, load, unload, transportation etc., complete.
76
-
-
Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead and backfilling of pit including all labour, usage charges of all machinery, load, unload, transportation etc., complete.
12
-
-
Dismantling of barbed wire fencing / wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and lead, stacking serviceable material and unserviceable material separately including all labour, usage charges of all machinery etc., complete.
1357
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures 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 with all lifts and lead including all labour, usage charges of all machineries etc., complete. By Mechanical means -Brick masonry
39
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures 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 with all lifts and lead including all labour, usage charges of all machineries etc., complete. By Mechanical means -Stone masonry
111
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structures 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 with all lifts and lead including all labour, usage charges of all machineries etc., complete. By Mechanical means - Prestressed Reinforcement Cement Concrete grade M-20 and above
2827
-
-
By Mechanical means - Prestressed Reinforcement Cement Concrete grade M-20 and above + Steel work in all type of sections - Dismantling of Sign Boards including stacking of useful material and disposal of debris.
18
-
-
By Mechanical means - Prestressed Reinforcement Cement Concrete grade M-20 and above + Steel work in all type of sections - Dismantling of Overhead gantry including stacking of useful material and disposal of debris.
1
-
-
Excavation for roadwork in soil by hydraulic excavator including cutting and loading in tippers, 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 upto 1000 m including all labour, usage charges of machinery etc., complete.
23676
-
-
Excavation for roadwork in Ordinary Rock with hydraulic excavator including cutting and loading in tippers, 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 upto 1000 m including all labour, usage charges of machinery etc., complete.
9934
-
-
Construction of Median and Island with soil taken from Roadway Cutting : Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408, including cost of all labour, usage charges of machinery, loading & unloading with all lead and lift etc., complete.
56.7
-
-
Construction of embankment with approved material obtained from borrow pits laid in layers not exceeding 250mm 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, usage charges of all machinery etc., complete as per table 300-2.
2161
-
-
Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including laid over 20mm thick screed concrete, compacting with vibrator having 3 tonne compaction force here by forcing the screed concrete underneath to come up in between joints, , in to its final level, including cost of material, labour, HOM of all machineries, all complete as per the direction of Engineer-in-charge.
6127
-
-
Construction of cement concrete kerb with top and bottom width 115 and 165mm respectively, 250mm high in M20 grade on M-15 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 to the required grade, level and alignment as per drawing, form work, curing, including cost of all materials, labour,usage charges of all machinery, all lead, lifts, loading, unloading, stacking, transporting etc., complete. with a lead of mixed material.
4151
-
-
Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408, including cost of all labour, usage charges of machinery, loading & unloading with all lead and lift etc., complete
15314
-
-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering including all lead, lifts, load, unload, all labour, usage charges of all machinery etc., complete.
26702
-
-
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811, including cost of all materials all labour, lead, lift, loading, unloading transporting etc complete.
150
-
-
Providing, fabricating and fixing 1000mm high hand railing consisting of 50 NB medium class mild steel pipes as vertical posts at a maximum distance of 1500mm c/c with 32 NB medium class mild steel pipe conforming to IS:806 and IS:1161 as top rail and mid rail and toe plate of 100X5 flat including sockets, elbows, bends etc. including painting (two coats of synthetic enamel paint/ Duco Paint/ Approved paint over a coat of approved quality red oxide zinc chromate primer). Rate shall be per meter length of hand railing complete with painting
1513
-
-
Over head Signs: Providing and erecting overhead signs with corrosion resistant 2mm thick aluminium alloy sheet reflectorised with vertical and lateral clearance given in 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 aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans and as per IRC:67, finishing neatly, including supplying to site of work, curing concrete work, cost of all materials, labour, hire charges of machinery, loading, unloading, lead, lift, transporting etc., complete.
6
-
-
Providing and erecting overhead signs with a corrosion resistant 2mm thickaluminium alloy sheet reflectorised with high intensity retro-reflective microprismatic type-IV as per table 6.6, sheeting of encapsulated lense type 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 aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC :67, including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc ., complete.
36
-
-
Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.
46
-
-
Supply, installation, testing and commissioning of cubicle type medium voltage switch boards (IP55) as per specifications and comprising of MCCB, etc., enclosed in M.S. cubicle complete with angle iron frame work, panel doors, horizontal and vertical bus bars and outgoing feeders, bakelite separators, phase barriers, gaskets for door, feeders designations, etc., complete as per specifications. Main Switch Board shall be capable of withstanding 35 KA fault level. The panel shall be suitable for erection on the floor using channel and fasteners at regular intervals. The earth bus shall be extended to 50mm at either of the Panel. (Note : Please refer SLD for details), Cost shall include all the accessories complete as per standared industrial practice and construction shall be as per IEC 61439. Scope includes supply, installation, testing and commissioning of panel Supplying, fixing and wiring 0 to 600Volts 96x96mm AC Voltmeter on existing panel/wood board.
3
-
-
Supplying, fixing and wiring 0 to 1500amps CT operated AC analog type Ammeter without CT
9
-
-
Supplying, fixing and wiring rotary selector switch suitable for Ammeter.
3
-
-
Supplying, fixing and wiring rotary selector switch suitable for Voltmeter.
3
-
-
Supplying, fixing and wiring 3 Phase Digital Ammeter / Voltmeter.
3
-
-
Electronic 5 to 20Amps single phase Class-1 Accuracy Energy Meter
3
-
-
Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer. Class 0.5 accuracy with Tape Wound.
6
-
-
Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440v A.C. 50 Hz 12/24v D.C.
18
-
-
Supplying and fixing of microprocessor based electronic timer (with out contactor, Din mouting using necessary bolts, nuts and washers etc.,) 3-120sec setting
3
-
-
Supplying and fixing of 4 pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiringetc., complete with AC-3 rating and as per IS-13947
3
-
-
3 Phase with Neutral Bus Bar : 100Amps 4x30x6mm Aluminium Strips
3
-
-
Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 75x75x6mm
36
-
-
Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.- 14SWG (Unit Square Centimeter - SQCM)
450000
-
-
Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 16SWG (Unit Square Centimeter - SQCM)
50000
-
-
Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete - 100Amps 25kA. Four Pole MCCB
3
-
-
Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32Amps DP
30
-
-
Fabricating, supplying and erection of … Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 180kmph for ... Mtrs pole having dimensions bottom...mm, top...mm with 3/4mm thick, suitable base plate and 4Nos of... long J bolts along with template and the pole shall be galvanized with not less than 65 micron etc. 9Mtr Height (bottom dia 155mm, top dia 70mm, 3mm thick; size of base plate 260mmx260x16mm; 4Nos M24x750mm long 'J' bolts and nuts).
180
-
-
Supplying and fixing of Spiral Earth Electrodes as per standard technical specification as per BESCOM (76/8.14)
180
-
-
Supplying, and fixing of Hot dip Galvanized M.S. Bracket suitable for out door luminaries and mounted on Octagon Single arm bracket with 1500mm Standard. Note All the street lighting and high mast poles shall be aesthetically designed and same needs to discussed with client/consultant before procurement. 4 core cables for street light poles shall be spliced at each pole and only the corresponding phase and neutral pertaining to that pole shall be terminated with loop in and loop out facilities - costs shall include necessary termination facilities / termination proper.
180
-
-
Supply of LED Streetlight with pressure die cast aluminium housing body with optimal heat sink for better thermal dissipation. Diffuser with Injection moulded & is made of polycarbonate material with high transmission index, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%. CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminarie IK08. Power Factor 0.9 with mains Current should not be greater than 0.1A to 0.7A & Surge Protection- Min 4KV along with Over voltage/Overload, short circuit ms wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Over load & Short circuit protection ensures reliable operation in spite of problem in output side. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency1301m/w at 1W & Fixture Efficiency 80im/w with nominal CRI 75. Luminarie manufacturer should have in house facility accredited by NABLICPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved I Embossing on the die cast housing/ Body part. Warranty of 5 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED source manufacture. Suitable for A1/A2 Roads as per IS 1944 Part I & Part II 120 Watts
180
-
-
Fixing halogen/metal halide / SVL / lL / LED floodlight fitting over existing pole I wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. 1.1 KV GRADE XLPE INSULATED ARMOURED ALUMINIUM CONDUCTOR CABLES AND TERMINATIONS.
180
-
-
Supplying, laying, testing and commissioning of following size LT U.G. Cable having aluminium conductor XLPE insulated sheathed, galvanized steel wire/steel tape armoured cable 1.1. KV class. 3.5 core 70 sqmm
2000
-
-
Supplying, laying, testing and commissioning of following size LT U.G. Cable having aluminium conductor XLPE insulated sheathed, galvanized steel wire/steel tape armoured cable 1.1. KV class.4 C x 10 Sq.mm.
7500
-
-
Labor charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required. 6 sqmm to 16 sqmm
7500
-
-
Labor charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required. 25 sqmm to 75 sqmm
2000
-
-
Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes.) 10 Sqmm
366
-
-
70 Sqmm Long Barrel
12
-
-
Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) 25 mm dia
185
-
-
Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only) 45 mm dia
12
-
-
Earthing KPWD Bengaluru Circle SOR 2019-20 - Item No. 6.1 : Supplying fixing and wiring earth electrode for grounding of Feeder pillar using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm al all around with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts
9
-
-
Supplying and fixing GI strip for grounding connection using necessary GI bolts, nuts and washers etc., complete with all leads and lifts. 25 x 3 mm GI flat
200
-
-
HIGH MAST LIGHTING Fabrication, supplying and erection of 25 mtrs long polygon high mast of bottom dia 540mm and top dia 150mm with two telescopic sections having bottom piece 6.5Mtrs with 3mm thick and top piece 6.5 Mtrs with 3mm thick as per BSEN 10025 grade S 355 JO steel sheet plate for shaft suitable to withstand a wind velocity of 180kmph as per IS 875 part 3. Base plate having size 520mm dia 16 mm thick with 6 Nos of foundation bolts M24x850mm long and connected accessories as per IS 2062. The Mast shall be hot dip galvanised BSEN iso 1461 with an average 70 microns as per IS 2629, and welded as per BS 5135 single L-seam joint. The mast shall have 2way head frame with 4nos of 190mm die cast LM-6 pulleys, stainless steel axils, phosphors bearing bush press fitted with separate guides for 2runs of 5mm dia stainless steel wire rope and 5 core 2.5 sqmm EPR insulated PCP sheathed trailing power cable all are housed inside the bottom shaft of mast with suitable locking 250X950mm hinged door. The mast shall have power tool having 0.5HP, 415V, 50Hz, 3 phases reversible 960rpm geared motor mast. The mast shall have lantern of 2 segments, 2150mm dia with max load of 250kgs carrying capacity as per IS 1239. The mast shall be erected on existing 1600mm depth of shallow shaft RCC footing. The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanised pipe with top arrow will be fitted at top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete.(weight of the mast with accessories approximately 520Kgs)
3
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Supplying of LED Floodlight with 250 W System Power consumption pressure die cast aluminium housing with powder coating with IP 65 protection. 1. 200-275V voltage with electronic Driver, PF0.9, should meet ANS1.2G Vibration test, Compliance to LUCE with Class I. System rating shall be 50K hrs. @ Lumen maintenance of 70%, system efficacy 80im/w. Over loJd & Short circuit protection ensures reliable operation in spite or problem in output side. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top Access Street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light .fixture with .........W System Power consumption. LED Efficiency1301m/w at 1W & Fixture Efficiency 801m/w with nominal CRI 75. Luminarie manufacturer should have in-house facility accredited by NABL/ CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved I Embossing on the die cast housing/ Body part. Warranty of 5 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer.
18
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Fixing halogen/metal halide / SVL / lL / LED floodlight fitting over existing pole I wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires.
18
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Supply and laying double walled corrugated (DWC) HDPE Pipe including all necessary connecting Sockets/Couplings/Tees/Bends/End-caps of same materials in existing trench as per IS 14930 part -II suitable for drawing under ground cables.
4600
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Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Average filling depth 150mm)
3021.95
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Filling Pot-holes and Patch Repairs with Bituminous Concrete, 40 mm : Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2. Grading - II 13mm (Nominal size)
10296.46
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Crack filling : Filling of crack using slow curing bitumen emulsion and applying crusher dust in case cracks are wider than 3mm including cost of all materials, all labour, usage charges of machineries, loading, unloading, lead , lift, transporting etc., complete.
1032.19
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Drain clearance : Removal of earth from the choked road side drain and disposing it in the designated site manually including cost of materials, labour, lead, lift etc., complete.
3021.95
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Policeman umbrella Provision of a 2 m high (floor to roof) umbrella for traffic policeman at road crossings, where necessary, installed on a raised platform, built on a central support of a steel pipe 100 mm dia, roof made of 25 mm dia steel pipe to provide covered area of 3 m2, roofed with CGI sheets, all steel parts to be given 2 coats of paint.
2
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Providing & fixing Solar Powered Traffic Blinkers LED based 300 mm/200 mm dia signal head with In built blinker unit having battery & battery charger unit with photo electric switch complete as per technical specification clause 112 and as directed by the Engineer.
2
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Load Delineators: 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 and the drawings.
4
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Removal of earth from the choked Culvert , Drain and disposing it in the specified disposal place manually including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3000.
60
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