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 Nh752(k) To Pandri Road 2)hariwadi To Attarga Cross 3)
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_INDENT148/CALL-2Tender No
KRRDA/2024-25/RD/WORK_INDENT148/CALL-2Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Tender Document
Others - Notification
BOQ Items
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CODE04 - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. 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.
5180
6
32634
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CODE05 - Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator 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.
19500
5
102375
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CODE06 - Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead 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.
19500
6
122850
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CODE07 - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. 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.
16846.16
110
1857289.14
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CODE08 - 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.
9270.6899
124
1158372.703005
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CODE09 - Construction of Embankment by excavating the available approved Gravel or Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, 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,usageand 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.
26168.0599
497
13023843.41223
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CODE10 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and 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.
23629.9
517
12232017.735
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CODE11 - 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.
6776.29
1498
10153254.1215
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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. (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.
3776.44
2272
8580826.968
... More
CODE13 - 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.
4060.51
2526
10258066.413
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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.
54139.64
43
2330711.502
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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.
64527.14
14
948548.958
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CODE16 - 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.
64527.14
156
10095271.053
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CODE17 - 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.
64527.14
54
3523181.844
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CODE18 - Patching of Deep Potholes using WBM Gr l and SDBC Gr lI 25 mm thick: Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per 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.
1852.5
521
966727.125
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CODE19 - Maintenance of Earthen Shoulder (filling with fresh soil). Making up loss of material or irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. 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.
9712.5
101
989218.125
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CODE20 - Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in positionincluding painting and printing etc (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.
1
5335
5335.05
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CODE21 - Reinforced cement concrete M15grade kilometre stoneof standard design as per IRC:8-1980, fixing in positionincluding 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.
30
3073
92200.5
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CODE22 - Reinforced cement concrete M15grade kilometre stoneof standard design as per IRC:8-1980, fixing in positionincluding 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.
56
884
49509.6
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CODE23 - 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.
960
785
753984
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CODE24 - 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.
74
3784
280030.8
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CODE25 - 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.
28.8
9460
272462.4
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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 no's 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 no's 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.
24
22589
542152.8
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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 no's 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.
8
21456
171654
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CODE28 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 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.
3402
556
1893213
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CODE29 - Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including TandP 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 and 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.
26.78
754
20217.561
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CODE30 - Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including TandP and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone Masonry Dismantling Stone Masonry By Mechanical meansA Dismantling Brick or Tile work or rubble masonry or pitching or etc by 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.
56.48
189
10674.72
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CODE31 - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including TandP and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Removal of all types of Hume pipes and stacking including earthwork and dismantling of masonry works A. Upto 600 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.
105
1004
105509.25
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CODE32 - Sand Filling in Wells 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.
59.33
2710
160787.2665
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CODE33 - 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, including all lead and lifts, 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 and 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.
333.13
6288
2094871.3485
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CODE34 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works andother 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, includingall lead and lifts, 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.
335.4217
7262
2435879.344438
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CODE35 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works andother 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, includingall lead and lifts, 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 10 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.
425.37
7396
3146300.2494
... More
CODE36 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works andother 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, includingall lead and lifts, 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-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- with 20 percent design layer 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.
108.02
7966
860593.1796
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CODE37 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works andother 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, includingall lead and lifts, 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
209.8
7983
1674908.928
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CODE38 - 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 softannealed 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.
43.76
82961
3630397.428
... More
CODE39 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works and 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. Thecost includes all lead and lifts, cost 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.
154.67
8353
1292082.246
... More
CODE40 - 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 softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification.- Super structure of Bridges 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.
0.69
90990
62783.721
... More
CODE41 - 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.-750mm 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.
35
3501
122561.25
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CODE42 - 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.
140
8355
1169826
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CODE43 - 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.
754.82
1226
925711.248
... More
CODE44 - Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toeof 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.
1102.5999
2007
2213579.55924
... More
CODE45 - 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.
365.33
2007
733436.508
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CODE46 - Providing and laying of a modular strip Box seal expansion jointincluding anchorage catering to a horizontal movement beyond70 mm and upto 140mm, complete as per approved drawingsand standard specifications to be installed by the manufacturer or supplier or their authorised representative ensuring complianceto the manufacturer's instructions for installation. 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.
70
6683
467827.5
... More
CODE47 - Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) 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.
25.57
14669
375100.3935
... More
CODE48 - Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) 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.
38.28
12426
475695.99
... More
CODE49 - Providing weep holes in Brick masonry or Plain or Reinforcedconcrete abutment, wing wall or return wall with 100 mm diaAC pipe, extending through the full width of the structure withslope of 1V :20H towards drawing foce. Complete as per drawingand 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.
1125
144
163012.5
... More
CODE50 - Construction of precast RCC railing of M30 Grade, aggregate sizenot exceeding 12 mm, true to line and grade, tolerance of verticalRCC post not to exceed 1 in 500, c or c spacing between verticalpost not to exceed 2000 mm, leaving adequate space betweenvertical post for expansion, complete as per approved drawingsand 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.
156.8
2445
383446.56
... More
CODE51 - Providing and laying of Filter media with granular materials or stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and 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.
261.7
2810
735599.445
... More
CODE52 - Drainage Spouts using 100 mm GI pipe complete as per drawing and 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.
20
3434
68691
... More
CODE53 - Routine Maintenance after completion of construction works Flexible Pavement for 1st Year
18.16
110072
1998907.52
... More
CODE54 - Routine Maintenance after completion of construction works Flexible Pavement for 2nd Year
18.16
132102
2398972.32
... More
CODE55 - Routine Maintenance after completion of construction works Flexible Pavement for 3rd Year
18.16
155450
2822972
... More
CODE56 - Routine Maintenance after completion of construction works Flexible Pavement for 4th Year
18.16
180119
3270961.04
... More
CODE57 - Routine Maintenance after completion of construction works Flexible Pavement for 5th Year
18.16
206104
3742848.64
... More
CODE58 - Routine Maintenance after completion of construction works Rigid Pavement for 1st Year
0.7699
106857
82269.2043
... More
CODE59 - Routine Maintenance after completion of construction works Rigid Pavement for 2nd Year
0.7699
125426
96565.4774
... More
CODE60 - Routine Maintenance after completion of construction works Rigid Pavement for 3rd Year
0.7699
145065
111685.5435
... More
CODE61 - Routine Maintenance after completion of construction works Rigid Pavement for 4th Year
0.7699
165777
127631.7123
... More
CODE62 - Routine Maintenance after completion of construction works Rigid Pavement for 5th Year
0.7699
187558
144400.9042
... More
CODE63 - Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such 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 as per Technical Specification Clause 201.By Mechanical Means-In area of non-thorny jungle 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. 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.
60600
5
310272
... More
CODE64 - Construction of Subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical specification clause 303.1with 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. 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.
1212
641
777970.68
... More
CODE65 - Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.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. 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.
54139.64
15
845661.1768
... More
CODE66 - Mix Seal Surface (MSS) using 8 percent Waste Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm 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. 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.
54139.64
216
11701200.3932
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