Ministry Of Road Transport And Highways 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.
Costs
EMD
₹ 30,22,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Summary
Construction Of Bridge On Jath Jamboti State Highway 31 At Km. 101.300 Near Lolasur Across Ghataprabha River
Description
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Contact
Tender Id
2024_MoRTH_839718_1Tender No
ENH/VJP/PB/CRIF/2024-25/ 2098Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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In PCC
6.5
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In SSM Abutments & piers
180
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Dismantling of cement concrete pavement by mechanical means Dismantling of cement concrete pavement using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials , stacking serviceable and unserviceable materials separately including all labour, usage charges of all machinery etc., complete. and as directed by the Engineer In-Charge of work
19.25
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Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm in thickness.including all labour, usage charges of all machinery etc., complete. (for new roads). and as directed by the Engineer In-Charge of work
0.98
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete.Ordinary soil - Mechanical Means - Depth upto 3 m. and as directed by the Engineer In-Charge of work
1321.92
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Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing, including cost of all labour, material, compacting, usage charges of machinery, lead, lifts, loading, unloading transportiion etc., complete. and as directed by the Engineer In-Charge of work
76.72
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(In Piles) Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.(Foundations of Bridges) and as directed by the Engineer In-Charge of work
229.24
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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 all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces neatly, etc., complete.Pile Diameter- 1200mm. and as directed by the Engineer In-Charge of work
720
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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 & Concrete pump, 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.and as directed by the Engineer In-Charge of work
77.76
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Providing TMT Steel bar reinforcement conforming to IS-1786, FE-500 Grade designation in Pile Cap 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, lifts etc., complete and as directed by the Engineer In-Charge of work
99.66
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M-35,Cement Concrete for Reinforced Concrete in Pile Cap complete 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 neatly, etc., complete .RCC Grade M35 using batching plant & Concrete pump . and as directed by the Engineer In-Charge of work
864.43
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(Sub structure of bridges) Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.
161.5
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RCC Grade M35 using batching plant transit mixer & Concrete pump, 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. Height 5m to 10m . and as directed by the Engineer In-Charge of work
804
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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, transporting, etc., complete. and as directed by the Engineer In-Charge of work
128.31
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(Super structure of bridges) Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. and as directed by the Engineer In-Charge of work
339.35
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M-45 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.For T-beam & slab including launching of precast girders by launching truss upto 40 m span-Height above 10m. and as directed by the Engineer In-Charge of work
2566.23
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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, transporting,, etc., complete. and as directed by the Engineer In-Charge of work
104.41
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete.Stone/Boulder. and as directed by the Engineer In-Charge of work
266.9
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, 110 mm dia at 4 kg/sqcm fixing with glue extending through the full width of the structure with slope of 1V :20H towards drawing foce, including cost of all materials curing all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. as per drawing and Technical Specifications. and as directed by the Engineer In-Charge of work
31.16
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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. and as directed by the Engineer In-Charge of work
118
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PCC M15, PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationPCC grade M15 using batching plant & concrete pump, 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. and as directed by the Engineer In-Charge of work
7.88
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Reinforced cement concrete approach slab including formwork, vibrating, compacting, cost of all labour, materials, usage charges of machinery, including reinforcement, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete. as per drawing and Technical specification.and as directed by the Engineer In-Charge of work
18.38
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Provision of an Reinforced cement concrete M-40 grade crash barrier at the bridge deck & approaches to bridge structures, constructed with reinforced cement concrete with TMT Fe 500 grade reinforcement conforming to MoRT&H specification and as per details 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, lifts, loading, unloading, transporting, etc., complete.Crash Barriers for bridge (height 950 mm) as per details given IRC-5 (Fig-2) (area 0.254 Sqm for 1 meter length) using M40 grade concrete. and as directed by the Engineer In-Charge of work
602
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Construction of RCC railing of M30 Grade in-situ
Construction of precast RCC railing of M30 Grade, in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, including formwork, centering, vibrating, compacting, cost of all steel and fabrication charges, casting handling all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation fixing in position etc., complete as per approved drawings and technical specifications.and as directed by the Engineer In-Charge of work
602
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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 materials all labour, material, 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. and as directed by the Engineer In-Charge of work
96
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC:83 part-1&II respectively and other parts confirming to BS:5400, section 9.1 &9.2 and clause 2006 of MoRT&H specifications complete as per drawing and approved technical specifications.Considering a Pot bearing assembly of 250 tonne capacity for this analysis, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete.. and as directed by the Engineer In-Charge of work
9408
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications including formwork, vibrating, compating, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation stacking finishing the exposed faces, etc., complete.and as directed by the Engineer In-Charge of work
169.31
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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 I. Granular material and as directed by the Engineer In-Charge of work
217.95
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Providing & fixing 20 mm 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. and as directed by the Engineer In-Charge of work
29
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Providing and fixing 150 mm dia. GI pipe of approved quality for drainage purposes including clamping arrangement with the structure as per drawing and Technical Specifications Clause 2705, 2708 and 2709 and as directed by Engineer all complete. and as directed by the Engineer In-Charge of work
602
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Painting on concrete surface, including cost of all labour, materials, lead, lifts, loading, unloading, transporting, etc., complete. and as directed by the Engineer In-Charge of work
10054.8
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Filler joint
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight, including cost of all labour, materials, fixing in position material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. and as directed by the Engineer In-Charge of work
14
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Providing and constrcuting temporary island 24 m diameter for constrcution of well foundation for 8 m dia well. including, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportation etc., complete. the diameter of the island shall be in the conformity with clause 1303.2 . For depth of water 1.0 m and height of island to be 1.25 m. and as directed by the Engineer In-Charge of work
5
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Providing and constructing one span service road to reach island location from one pier location to another pier location span length 30 m, width of service road 10m and depth of water 1m, including, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportating etc., complete . and as directed by the Engineer In-Charge of work
301
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Rehabilitation of existing bridge
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Scaffolding for fixing wire mest, Chipping loose concrete and for guniting and grouting. 20% of finished concrete rate and as directed by the Engineer In-Charge of work
1171.8
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Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6, including cost of all labour, materials, curing, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. and as directed by the Engineer In-Charge of work
675
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Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. and as directed by the Engineer In-Charge of work
672
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Epoxy bonding of new concrete to old concrete, including cost of all labour, material, curing usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. and as directed by the Engineer In-Charge of work
1755
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Guniting concrete surface with wire mesh 50x50x3mm & cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical Specification including cost of all labour, material, curing usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete.and as directed by the Engineer In-Charge of work
1755
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Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per technical specification and clause 2803.1. including cost of all labour, material, curing, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. and as directed by the Engineer In-Charge of work
3360
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Repair of Steel Railing Carrying out repair of RCC M30 railing to bring it to the original shape, including cost of all labour, material, usage charges of machinery, curing, lead, lifts, loading, unloading, transporting, etc., complete. and as directed by the Engineer In-Charge of work
100
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Removal of existing cement concrete wearing coat including its disposal complete as per Technical Specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000 m (75mm compacted thickness) including cost of all labour, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. and as directed by the Engineer In-Charge of work
3710
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Road work including service road
-
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm in thickness.including all labour, usage charges of all machinery etc., complete. (for new roads). and as directed by the Engineer In-Charge of work
1.39
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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, with all lifts and lead , including all labour, usage charges of all machinery etc., complete. and as directed by the Engineer In-Charge of work
4056
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Construction of embankment with approved material obtained from borrow pits laid 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 roller to the 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. and as directed by the Engineer In-Charge of work
14641.24
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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 250 mm 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., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation). and as directed by the Engineer In-Charge of work
7107.26
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Construction of granular sub-base using crusher run spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401, including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete. (Compacted thickness) .Grading-II Material (Close graded) and as directed by the Engineer In-Charge of work
2470.64
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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 materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete, with lead of mixed material (Compacted thickness)Laying Using Mechanical Paver. and as directed by the Engineer In-Charge of work
2326.88
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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, loading & unloading etc., complete, including lead for emulsion. and as directed by the Engineer In-Charge of work
9307.5
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Providing and applying tack coat with bitumen emulsion(RS1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, including lead for bitumen. and as directed by the Engineer In-Charge of work
13892.5
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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 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 per cent 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 MoRTH 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, Including lead for bitumen, with a lead of mixed material , excluding cost of primer/ tack coat- 80 mm compacted thickness. and as directed by the Engineer In-Charge of work
698.48
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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-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of agregate, 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 MORTH specification clause No. 507 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, including lead for bitumen, excluding cost of primer/ tack coat 30-40 mm compacted thickness.. and as directed by the Engineer In-Charge of work
610.34
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, as per clauses including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete and as directed by the Engineer In-Charge of work
-
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90 cm equilateral triangle
4
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60 cm circular
4
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90 cm high octagon
4
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete and as directed by the Engineer In-Charge of work
320.5
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Providing and erecting Project Display Board of size 1.80 verticalx1.60M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6mm thickness) sheeting sthrenghtened 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 frameworks, 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 cm x 45 cm x 60 cm, 60 cm below ground level and the board 2.8M from ground level as per approved drawing (Excluding cost of lettering)including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete At approaches. and as directed by the Engineer In-Charge of work
4
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Solar Powered Road Marker ( Solar Stud)Supplying of Solar Raised Pavement 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.At edge lane (at 9m c/c) and At centerline (at 6m c/c) and as directed by the Engineer In-Charge of work
290.89
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Metal Beam Crash Barrier. Type - A, "W" : Metal Beam Crash Barrier 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, lifts, loading, unloading transporting etc., complete.and as directed by the Engineer In-Charge of work .
-
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On bridge approaches
800
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Lightening
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Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-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. 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, nominal CRI 75. Luminaire 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 / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect. LED Streetlight 90 W and as directed by the Engineer In-Charge of work
20
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Earthwork excavation for roadway in soil by mechanical means with hydraulic excavator of 0.9 cum bucket capacity 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 & lead , including all labour, hire charges of all machinery etc., complete as per the direction of Engineer in charge of work and in accordance with MoSRT&H technical specifications clause No.301. and as directed by the Engineer In-Charge of work
20
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Providing & laying Plain / Reinforced Cement Concrete in Open foundation using granite/trap/basalt aggregates and clean sieved approved fine aggregate including mixing mechanically, 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 including lead for cement. (excluding cost of steel and fabrication charges) using concrete mix: PCC M15 using 40mm and down size
20
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Providing & laying Plain/Reinforced cement concrete (M-20) in open foundation using 20mm down size granite/trap/basalt aggregates and clean sieved approved sand including mixing mechanically,laid in layers not exceeding 15cms thick layers,as per drawing including cost of all materials, formwork, centring, vibrating, compacting, hire charges of machinery,all lead and lifts, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc,complete including lead for cement.(excluding cost of steel and fabrication charges) as per the direction of Engineer in charge of work and in accordance with MoSRT&H technical specifications clause No 2100, using Batching plant, Transit mixer and Concrete pump. and as directed by the Engineer In-Charge of work
20
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Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.(Foundations of Bridges) and as directed by the Engineer In-Charge of work
0.8
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Fabricating, supplying and erection of ... ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO 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 47 m/s for m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom ..... mm , top ... mm with 3 mm thick, suitable base plate and 4Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended.7 m - Top 70 mm and Bottom 130 mm dia and as directed by the Engineer In-Charge of work
20
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Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. and as directed by the Engineer In-Charge of work
20
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Supplying and Fixing........mm dia class A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clA, bolts, nuts and wiring using suitable capacity wires.Using 40mm dia G.I.Pipe. and as directed by the Engineer In-Charge of work
20
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Supplying heavy gauge PVC conduit pipe ....... dia mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.25 mm dia 2 mm thick. and as directed by the Engineer In-Charge of work
600
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Supplying heavy gauge PVC conduit pipe ....... dia mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.25 mm dia 2 mm thick. and as directed by the Engineer In-Charge of work
600
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Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 : 2C x 4 mm2. and as directed by the Engineer In-Charge of work
240
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Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. Double Arm Bracket with Single Arm Bracket with 1000 mm Standard 40/50 mm dia. and as directed by the Engineer In-Charge of work
20
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Retaining Wall
-
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete.- Ordinary soil - Mechanical Means - Depth upto 3 m and as directed by the Engineer In-Charge of work
7455.6
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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. with a lead of concrete . (excluding cost steel & fabrication charges) PCC Grade M15 using batching plant & Concrete pump
559.17
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RCC Grade M35 using batching plant transit mixer & Concrete pump, 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. Height 5m to 10m .
5170.52
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Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.(Foundations of Bridges)
361.94
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, 110 mm dia at 4 kg/sqcm fixing with glue extending through the full width of the structure with slope of 1V :20H towards drawing foce, including cost of all materials curing all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. as per drawing and Technical Specifications.
1162.67
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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, transporting,, etc., complete.
1706.94
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