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
₹ 13,11,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Summary
Improvements To Road From Hokrana To Borgaon Maharashtra Border,(kamalnagar Taluk), Sunknal To Chikli (j), Approach Road From Sangam Sonala Road To Package
Description
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Contact
Tender Id
KRRDA/2024-25/RD/WORK_INDENT115Tender No
KRRDA/2024-25/RD/WORK_INDENT115Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
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Documents
BOQ Items
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.
24180
26
634725
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 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
2870.42
99
286324.395
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.
7316.87
124
914242.9065
CODE07 - 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,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.
15123.789
497
7527109.7853
CODE08 - 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.
12196.96
517
6313756.344
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.
1543.93
1498
2313347.5155
CODE10 - 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. 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.
2748.73
2272
6245664.306
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. (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.
3515.48
2526
8881157.124
CODE12 - 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.
46785.15
43
2014100.7075
CODE13 - 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.
46785.15
14
687741.705
CODE14 - 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.
46785.15
156
7319536.7175
CODE15 - 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.
46785.15
54
2554469.19
CODE16 - Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg per m3 and GGBS@ 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
99.39
7112
706931.253
CODE17 - 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.
14
3073
43026.9
CODE18 - 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.
52
884
45973.2
CODE19 - Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. 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
CODE20 - 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.
34
4985
169503.6
CODE21 - 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. 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
CODE22 - 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.
4
21456
85827
CODE23 - Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 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.
5
10156
50783.25
CODE24 - 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.
19.8
9460
187317.9
CODE25 - 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.
529.35
2007
1062723.06
CODE26 - Providing Speed Breakers/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.
8
36676
293412
CODE27 - Road Markers/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.
650
924
600964
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.
270
556
150255
CODE29 - 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.
76
2122
161275.8
CODE30 - 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.
380
785
298452
CODE31 - 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.
15.1
754
11399.745
CODE32 - 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.
15
1442
21640.5
CODE33 - Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & 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.
3150
95
300982.5
CODE34 - 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 in a radius of 50 m and lift upto 1.5m 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.
1804.901
107
193304.8971
CODE35 - 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
485.9317
1251
608192.11572
CODE36 - 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 & 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 & 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.
104.0254
6288
654158.52663
CODE37 - 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, includingall lead & 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.
808.7
7262
5872892.618
CODE38 - 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, includingall lead & 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 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.
234.6188
7759
1820632.503248
CODE39 - 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. Thecost includes all lead & 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.
0.49
7299
3576.804
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.- 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.
25.83
82961
2142896.8365
CODE41 - 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.
12.8
3434
43962.24
CODE42 - Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c to c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings 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.
102.8
2934
301670.712
CODE43 - Providing and fixing in position 20mm thick premoulded joint filler board in expansion joint for fixed ends of simply supported spans covered with sealant complete as per drawing and techncial 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.
30
242
7276.5
CODE44 - 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.
55.44
12426
688939.02
CODE45 - 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.
16.313
14669
239304.36915
CODE46 - 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.
329.7959
1226
404461.69176
CODE47 - 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.
5.4
2007
10841.04
CODE48 - 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.
205
3501
717858.75
CODE49 - 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.
27.5
8355
229787.25
CODE50 - 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.
216
144
31298.4
CODE51 - Routine Maintenance after completion of construction works Flexible Pavement for 1st Year
12.44
110072
1369295.68
CODE52 - Routine Maintenance after completion of construction works Flexible Pavement for 2nd Year
12.44
132102
1643348.88
CODE53 - Routine Maintenance after completion of construction works Flexible Pavement for 3rd Year
12.44
155450
1933798
CODE54 - Routine Maintenance after completion of construction works Flexible Pavement for 4th Year
12.44
180119
2240680.36
CODE55 - Routine Maintenance after completion of construction works Flexible Pavement for 5th Year
12.44
206104
2563933.76
CODE56 - Routine Maintenance after completion of construction works Rigid Pavement for 1st Year
0.24
106857
25645.68
CODE57 - Routine Maintenance after completion of construction works Rigid Pavement for 2nd Year
0.24
125426
30102.24
CODE58 - Routine Maintenance after completion of construction works Rigid Pavement for 3rd Year
0.24
145065
34815.6
CODE59 - Routine Maintenance after completion of construction works Rigid Pavement for 4th Year
0.24
165777
39786.48
CODE60 - Routine Maintenance after completion of construction works Rigid Pavement for 5th Year
0.24
187558
45013.92
CODE61 - 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.
34065
5
174412.8
CODE62 - 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 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.
926.925
641
594983.88825
CODE63 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/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.
46785.45
15
730788.729
CODE64 - 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.
47198.25
216
10200957.7725
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