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.
Karnataka Rural Road Development Agency - KRRDA Tender
Road Construction
Opening Date27 Jan 2025
Closing Date4 Feb 2025
Tender Amount₹ 17,01,70,000.01
Costs
EMD
₹ 15,00,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Summary
Improvements To Road - G.basapura To Ramasagara 2) Improvements To Road - N.mallapura Potalakatte Road To Taluka Border Via Kondapura 3) Improvements To
Description
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Contact
Tender Id
KRRDA/2024-25/RD/WORK_INDENT177/CALL-2Tender No
KRRDA/2024-25/RD/WORK_INDENT177/CALL-2Tender Authority
Karnataka Rural Road Development Agency ViewPurchaser Address
-Website
http://http://www.krrda.in/
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Documents
BOQ Items
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Code04 - Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a as per Technical Specification Clause 307. 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.
16085
26
422231.25
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Code05 - 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.
2020.2
124
252423.99
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Code06 - 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.
16103.97
497
8014945.869
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Code07 - Construction of sub grade and earthen shoulders with approved material obtained from borrow pits transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 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.
26520.539
517
13728357.01335
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Code08 - 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 compacting with 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.
8892.73
1498
13324421.9955
... More
Code09 - WBM Grading-I (63 mm to 45 mm) 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. (Mechanical means) Using Screening Type A (13.2mm 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.
5312.6999
2272
12071516.71278
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Code10 - Water Bound Macadam Grading-II (53 mm to 22.4 mm) 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.(Mechanical means) 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.
4960.6399
2526
12532064.57937
... More
Code11 - Prime Coat over WMM or WBM 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 0.70 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.
66141.99
43
2847412.6695
... More
Code12 - Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg per 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.
66141.99
14
972287.253
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Code13 - Tack coat on Bituminous surface: 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.
3750
12
47250
... More
Code14 - Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG 30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40 or 60 TPH laying and rolling with a smooth wheeled roller, 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.
61818.17
156
9671452.6965
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Code15 - Open Graded Premix Carpet (OGPC) using 8 Percent Waste Plastic Providing, laying and rolling of Open-Graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using VG-30 Bitumen ( with addition of processed waste plastic @ 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.
4323.82
148
640141.551
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Code16 - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A 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.
66141.99
54
3611352.654
... More
Code17 - Mix Seal Surface (MSS) using 8 Percent Waste Plastic 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.
3750
174
653625
... More
Code18 - 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 Stone or Boulder. 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.
180
2007
361368
... More
Code19 - Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. 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.
415
2721
1129464
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Code20 - Boundary pillar or Guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing 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.
1021
785
801893.4
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Code21 - Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including 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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Code22 - Kilometre Stone Reinforced cement concrete M15grade kilometre stone of 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.
29
3073
89127.15
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Code23 - Kilometre Stone Reinforced cement concrete M15grade kilometre stone of 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.
123
884
108744.3
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Code24 - 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 @ 250 g/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.
1673
556
931024.5
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Code25 - Supplying and Fixing of Molded Shank Raised Pavement Markers or Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW-NH-33023-10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 plus or minus 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 plus or minus 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 plus or minus 2 mm and height not less than 30 plus or minus 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.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.
200
383
76650
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Code26 - Providing and erecting a W metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road or ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground or road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811. 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.
50
3822
191100
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Code27 - 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 Clause 1701.3.8.1 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.
12
10784
129414.6
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Code28 - Providing and fixing of typical Citizen Information Board A as per specifications and drawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 nos of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level. All MS will be stove enameled on both the sides. All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted over a two nos of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted or reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour. (i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height. 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
22589
135538.2
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Code29 - Providing and fixing of typical Maintenance information board as per specifications and drawing. ACP Sheet of 3 mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 nos of MS Square hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides. All sections of framed posts, MS sheet and steel tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted over a Aluminum composite material(ACP) sheeting of size 900x1500mm of 3mm thick duly bolted or reveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour. (i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.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
21456
128740.5
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Code30 - Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 m 2 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.
16.2
9460
153260.1
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Code31 - 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.
12
16729
200755.8
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Code32 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.
547.18
7091
3880436.406
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Code33 - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T and P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material 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.
148.9
754
112412.055
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Code34 - Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry works including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work.
105
1150
120834
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Code35 - Earth work excavation for Foundation by mechanical means for all works and 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 and stacking the selected earth and including Cost of labour, tools, usage of machinery and other ppurtenaces 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.
1329.319
107
142370.0649
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Code36 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification 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.
1181.43
1226
1448905.752
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Code37 - Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 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.
140.81
6288
885476.6445
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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 basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications 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.
775.72
7170
5562129.6016
... More
Code39 - Curtain wall 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.
30.5099
6555
199996.970985
... More
Code40 - Providing S and S RCC SPUN or VIBRATED CAST PIPES (REINFORCED) pipes 450 mm Dia NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering intotrenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S and S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. 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.
7.5
2470
18529.875
... More
Code41 - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 750mm dia 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 1101.6. 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.
77.5
3501
271385.625
... More
Code42 - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 1000mm dia 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 1101.6. 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.
215
8355
1796518.5
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Code44 - 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 Stone or Boulder 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.
351.03
2007
704727.828
... More
Code45 - Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping or welding joints, tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technical specification 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.
48.2699
82961
4004545.722345
... More
Code46 - Painting Two Coats on New Concrete SurfacesClause 1701. Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. 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.
1067.389
114
122162.67105
... More
Code47 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works or super structure works of bridges upto 3.50 m height. The granite or trap or basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per 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.
37.11
7518
279008.5662
... More
Code48 - Routine Maintenance after completion of construction works Flexible Pavement for 1st Year
18.3
79011
1445901.3
... More
Code49 - Routine Maintenance after completion of construction works Flexible Pavement for 2nd Year
18.3
94064
1721371.2
... More
Code50 - Routine Maintenance after completion of construction works Flexible Pavement for 3rd Year
18.3
110005
2013091.5
... More
Code51 - Routine Maintenance after completion of construction works Flexible Pavement for 4th Year
18.3
126839
2321153.7
... More
Code52 - Routine Maintenance after completion of construction works Flexible Pavement for 5th Year
18.3
144560
2645448
... More
Code53 - Routine Maintenance after completion of construction works Rigid Pavement for 1st Year
2.3
79011
181725.3
... More
Code54 - Routine Maintenance after completion of construction works Rigid Pavement for 2nd Year
2.3
90725
208667.5
... More
Code55 - Routine Maintenance after completion of construction works Rigid Pavement for 3rd Year
2.3
103081
237086.3
... More
Code56 - Routine Maintenance after completion of construction works Rigid Pavement for 4th Year
2.3
116082
266988.6
... More
Code57 - Routine Maintenance after completion of construction works Rigid Pavement for 5th Year
2.3
129724
298365.2
... More
Code58 - 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 By Mechanical Means using Dozer In area of light 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.
42169
5
215905.28
... More
Code59 - Construction of sub grade and earthen shoulders with approved material obtained from borrow pits transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 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.
1370.02
641
879402.1378
... More
Code60 - Tack coat on Bituminous surface 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.
69891.99
15
1091712.8838
... More
Code61 - Mix Seal Surface (MSS) using 8 percent Waste Plastic Providing, laying and rolling of close-graded premixsurfacing 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.
69891.99
216
15105755.7987
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