Karnataka Rural Road Development Agency 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
₹ 15,00,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Summary
Improvements To Road From Road-janwada To Bompalli, Improvements To Road-madargi To Badlapur, Improvements To Road-kanalli To Chimkod Via Kangti,
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
KRRDA/2024-25/RD/WORK_INDENT149Bid Award Id
ViewTender No
KRRDA/2024-25/RD/WORK_INDENT149Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
GEM & Bid Advisory Services
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Documents
Others - Notification
BOQ Items
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CODE04 - Construction of unlined surface drains of average cross sectional area 0.40sqm in soil to specified lines, graded, levels and dimensions, excavated material to be used in embankment as per Technical specification Clause 307 by Mechanical means in Soil with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
38988
26
1023435
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CODE05 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
2335.86
99
233002.035
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CODE06 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
10314.1199
124
1288749.281505
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CODE07 - Construction of Embankment by excavating the available approved Gravel or Murrum deposited at a place or borrow pits during or prior excavation transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
23000.5
497
11447348.85
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CODE08 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
18434.35
517
9542541.2775
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CODE09 - Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compactingwith smooth wheel roller to achieve the desired density,complete as per Technical Specification. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
4448.21
1498
6664975.4535
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CODE10 - Construction of Water Bound Macadam Sub-base or base, by using available scarified aggregate by stacking the scarified material, hand breaking into coarse aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. By Manual Means as per the directions of the Engineer incharge of the work.
83.82
1064
89243.154
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CODE11 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening or binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. B.Mechanical means. (i) Grading-I (63 mm to 45 mm)(a).Using Screening Crushable type such as Moorum or Gravel with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
2377.5299
2272
5402223.43878
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CODE12 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening or binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.B.Mechanical means. (ii) Grading-II (53 mm to 22.4 mm) C.Using Screening Type B (11.2mm agg) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
2472.69
2526
6246756.747
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CODE13 - 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 510 using HMP 40 or 60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
2098.13
164
345876.7305
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CODE14 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
32809.2
43
1412436.06
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CODE15 - Providing and applying tack coat with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.25 kg or m2 on Granular Surface. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
32809.5
14
482299.65
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CODE16 - Providing and applying tack coat with Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg or m2 on the prepared bituminous surface cleaned with mechanical broom with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
84112.8
12
1059821.28
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CODE17 - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, at 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher 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 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
2186.93
8284
18117621.585
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CODE18 - Providing, laying and rolling of open - graded premix surfacingof 20 mm thickness composed of 13.2 mm to 5.6 mm aggregateseither using viscosity grade bitumen VG-30 to required line, gradeand level to serve as wearing course on a previously preparedbase, including mixing in a suitable Hot mix plant of capacity notless than 40 or 60 TPH laying and rolling with a smooth wheeledroller, finished to required level and grades. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
74865.5999
156
11712723.104355
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CODE19 - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using TypeA and B seal coats with bituminous binder VG-30- Case - II : Type B Premix Seal coat with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
74865.599
54
4087661.7054
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CODE20 - Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC at 270 kg per m3 and GGBSat 90 kg per m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work
947.5
7112
6739283.25
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CODE21 - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (i) 5th kilometre stone (precast) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
3
5335
16005.15
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CODE22 - Reinforced cement concrete M15grade kilometre stoneof standard design as per IRC:8-1980, fixing in position including painting and printing etc (Ordinary kilometer stone (precast)) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
20
3073
61467
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CODE23 - Reinforced cement concrete M15grade kilometre stoneof standard design as per IRC:8-1980, fixing in position including painting and printing etc (200 m stone (precast)) with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
83
884
73380.3
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CODE24 - Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
8
16119
128956.8
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CODE25 - Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm or 4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 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:67:2012. 60 cm equilateral triangle with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
52
4985
259240.8
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CODE26 - Providing and fixing of typical Citizen Information Board A as per specifications and drawing. Two ACP Sheet of 4mmthick having minimum 0.25mm thick aluminum skin bothsides and fixed over a back support of Ms plate of 5mm thick.Supported on frame post of 2 nos of MS Suare hallow section75mmx75mmx6mm which is duly embedded in cementconcrete M20 Grade of 600x600x750mm,600mm belowground level.All MS will be stove enameled on both the sides.All sections of framed posts,MS sheet and Stell tubes will bepainted with primer and two coats of epoxy paint as perdrawing etc..Retro-Reflective Sheet as per IRC 67 fixted overa two nos of Aluminum composite material(ACP) sheetingof size 900x750mm of 4mm thick duly bolted or reveted withMS plate of 5mm thick on backside of ACP Sheet.Includingcost and conveyance of all materials,equipment,machineryand labour with all leads and lifts,loading charges chargesnecessary for satisfactory completion of work as per directedby engineer incharge.(i) For warranty and durability the clause 1701.5 and formaintenance the clause 1911 shall be applicable.(ii) A reference number along with the month and yearof installation should be placed on the back of a sign ina contrasting colour or by stamping in characters notexceeding 50 mm in height.485777 or 2019 or Dir(Tech) 7-Retro Reflective Trafic Sign As per IRC 67 Clause1701.3.8.1 Class A Type-1 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
4
22589
90358.8
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CODE27 - Providing and fixing of typical Maintenance informationboard as per specifications and drawing. ACP Sheet of 3mm thick having minimum 0.25mm thick aluminum skinboth sides and fixed over a back support of Ms plate of5mm thick. Supported on frame post of 2 nos of MS Squarehallow section 75mmx75mmx6mm which is duly embeddedin cement concrete M20 Grade of 600x600x750mm,600mmbelow ground level.All MS will be stove enameled on boththe sides. All sections of framed posts, MS sheet and stell tubes will be painted with primer and two coats of epoxypaint as per drawing etc..Retro-Reflective Sheet as perIRC 67 fixted over a Aluminum composite material(ACP)sheeting of size 900x1500mm of 3mm thick dulybolted or reveted with MS plate of 5mm thick on backsideof ACP Sheet.Including cost and conveyance of allmaterials,equipment,machinery and labour with all leadsand lifts,loading charges charges necessary for satisfactorycompletion of work as per directed by engineer incharge.(i) For warranty and durability the clause 1701.5 and formaintenance the clause 1911 shall be applicable.(ii) A reference number along with the month and yearof installation should be placed on the back of a sign ina contrasting colour or by stamping in characters notexceeding 50 mm in height.485777 or 2019 or Dir(Tech) 7-Retro Reflective Trafic Sign As per IRC 67 Clause1701.3.8.1 Class A Type-1 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
4
21456
85827
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CODE28 - Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded or bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded or bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600X600X600 mm, 450 mm below ground level. Retro-Reflecting Sheet as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
9
10156
91409.85
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CODE29 - Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
27
9460
255433.5
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CODE30 - 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 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
385.2
2007
773327.52
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CODE31 - Providing Speed Breakers or Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
12
36676
440118
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CODE32 - Road Markers or Road Stud with Lens Reflector-Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
1250
924
1155700
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CODE33 - 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 g or m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
984
556
547596
... More
CODE34 - 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-79-2019 and the drawings with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
152
2122
322551.6
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CODE35 - Reinforced cement concrete M15 grade boundary pillars ofstandard design as per IRC:25, fixed in position includingfinishing and lettering but excluding painting with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
793
785
622822.2
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CODE36 - Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Cement Concrete Grade M-15 & M-20 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
135.17
754
102046.5915
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CODE37 - Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. 900 MM Dia NP2 Pipes with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
135
1442
194764.5
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CODE38 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
1324.06
107
141806.826
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CODE39 - Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge
72.28
1251
90465.648
... More
CODE40 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite or trap or basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
53.87
6288
338758.8015
... More
CODE41 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite or trap or basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications-Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates with 8 percent formwork with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
469.66
7262
3410736.6724
... More
CODE42 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite or trap or basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
5.68
7759
44076.5728
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CODE43 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite or trap or basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. The cost includes of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications.- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
0.98
7299
7153.608
... More
CODE44 - Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping or welding joints, tying with binding wire or soft an nealed steel wire and other ancilary operations complete as per drawing andtechnical specification.- h). All other type of structures with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
7.3699
82961
611418.327345
... More
CODE45 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A Granular material with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
6.48
1226
7947.072
... More
CODE46 - Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.Boulder Laid Dry Without Wire Crates. with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
16.92
2007
33968.592
... More
CODE47 - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 750 mm dia with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
310
3501
1085542.5
... More
CODE48 - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material insingle row including fixing collar with cement mortar 1:2but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapetsClause 1101.6.-1000mm dia Single rows with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
217.5
8355
1817408.25
... More
CODE49 - Providing weep holes in Brick masonry or Plain or Reinforced concrete abutment, wing wall or return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
20
144
2898
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CODE50 - Routine Maintenance after completion of construction works Flexible Pavement for 1st Year
19.9739
110072
2198567.1208
... More
CODE51 - Routine Maintenance after completion of construction works Flexible Pavement for 2nd Year
19.9739
132102
2638592.1378
... More
CODE52 - Routine Maintenance after completion of construction works Flexible Pavement for 3rd Year
19.9739
155450
3104942.755
... More
CODE53 - Routine Maintenance after completion of construction works Flexible Pavement for 4th Year
19.9739
180119
3597678.8941
... More
CODE54 - Routine Maintenance after completion of construction works Flexible Pavement for 5th Year
19.9739
206104
4116700.6856
... More
CODE55 - Routine Maintenance after completion of construction works Rigid Pavement for 1st Year
0.87
106857
92965.59
... More
CODE56 - Routine Maintenance after completion of construction works Rigid Pavement for 2nd Year
0.87
125426
109120.62
... More
CODE57 - Routine Maintenance after completion of construction works Rigid Pavement for 3rd Year
0.87
145065
126206.55
... More
CODE58 - Routine Maintenance after completion of construction works Rigid Pavement for 4th Year
0.87
165777
144225.99
... More
CODE59 - Routine Maintenance after completion of construction works Rigid Pavement for 5th Year
0.87
187558
163175.46
... More
CODE60 - 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 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
59922
5
306800.64
... More
CODE61 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
1498.05
641
961583.3145
... More
CODE62 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg per m2 on the prepared bituminous surface cleaned with mechanical broom with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
75053.099
15
1172329.40638
... More
CODE63 - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 Bitumen (with addition of processed waste plastic of Up to 8 percent Replaced by weight of bitumen) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheel Roller and finishing to required level and grades as per Morth Technical Specification with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
75053.099
216
16221226.28687
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