Karnataka Rural Road Development Agency Tender
... More
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
Civil And Construction
Road Construction
Opening Date3 Dec 2024
Closing Date21 Dec 2024
Tender Amount₹ 17,29,70,000
Costs
EMD
₹ 15,00,000Document Cost
Refer DocumentsTender Fee
₹ 7,500
Summary
Improvements To Road - Dharmasagar Nh To Kakbal 2) Improvements To Road - Sanklapura- Nallapura Hlc Junction To Chinnapura Byluvaddigere 3) Improvements To Road
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_INDENT168Bid Award Id
ViewTender No
KRRDA/2024-25/RD/WORK_INDENT168Tender 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
BOQ Items
... More
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, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
38600
26
1013250
... More
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. (Royalty shall be recovered at the Rate Rs. 60.00 Per m3 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
7382.09
124
922392.1455
... More
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 and all other appurtenacesrequired to complete the work with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
14651.1899
497
7291897.21323
... More
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, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
21537.7199
517
11149000.706235
... More
Code08 - Construction of granular sub-base by providing well graded material, 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 Clause 401. Grading III with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
9161.27
1498
13726788.9045
... More
Code09 - Construction of water Bound Macadam sub bassper base , by using available scarified aggregate by stacking the scarified material , hand breaking In to coarse aggregate of specific size to water bound macadam specification including spreading in uninform thickness, handing packing, rolling with smooth wheeled roller 8t in stages to grader and camber . applying and brooming Crushable screening to fill-up the interstices of coarse aggregate , watering and compacting to the required density Grading I (63 mm to 45 mm) as per Technical specification MORD Clause 405 with all lead , lifts, loading , and unloading, charges . Cost and conveyance of materials labour equipment s. etc. Complete BU Manual Means as per the directions of the Engineer in charge of the work l- with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
212.06
1064
225780.282
... More
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 screeningper binding Materials (Using Screening Crushable type such as Moorum or Gravel) to fill up the interstices of coarse aggregate, watering and compacting to the required density.complete as per Technical Specification Clause 404. Grading I (63 to 45mm) by Mechanical means- with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
5401.79
2272
12273947.238
... More
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 screeningPer binding Materials (Mechanical means Using Screening Type B (11.2mm agg)) to fill up the interstices of coarse aggregate, watering and compacting to the required density.complete as per Technical Specification Clause 404. Grading II (53 to 22.4 mm) by with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
5151.05
2526
13013097.615
... More
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 0.70 kg Per m2 using mechanical means. with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
68680.29
43
2956686.4845
... More
Code13 - 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 kgPerm2 on Granular Surface with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
68680.29
14
1009600.263
... More
Code14 - 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.
1237.5
12
15592.5
... More
Code15 - 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.
68680.29
156
10745031.3705
... More
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. By Mechanical Means, Case-II: Type B premix seal coat with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
68680.29
54
3749943.834
... 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.
1237.5
174
215696.25
... 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 StoneperBoulder. 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.
522.54
2007
1049051.304
... 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.
210
2721
571536
... More
Code20 - 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, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
691
785
542711.4
... More
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
... More
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.
27
3073
82980.45
... More
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.
87
884
76916.7
... More
Code24 - Providing and Fixing Logo Board of PMGSY at Starting PointProviding and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly weldedperbolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be weldedper 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 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
12
10784
129414.6
... More
Code25 - 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 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 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 boltedperreveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (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.
7
22589
158127.9
... More
Code26 - 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 boltedperreveted with MS plate of 5mm thick on backside of ACP Sheet.Including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (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.
7
21456
150197.25
... More
Code27 - 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.
17.82
9460
168586.11
... More
Code28 - 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
... More
Code29 - 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 and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work.
1000.14
7091
7092692.838
... More
Code30 - 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 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.
195.95
754
147932.4525
... More
Code31 - Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry works 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.
97.5
1150
112203
... More
Code32 - 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 for reuse in a radius of 50 m 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.
1202.62
107
128800.602
... More
Code33 - 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.
1797.4099
1226
2204343.50136
... More
Code34 - 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, including all lead and lifts, 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, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
122.47
6288
770146.4715
... More
Code35 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and 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, including 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) (including formwork For Culvert head wall ) with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer incharge of the work
772.79
7170
5541120.6812
... More
Code36 - Curtain wall (including formwork)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.
34.22
6555
224317.233
... More
Code37 - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 1000mm dia 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 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.
347.5
8355
2903675.25
... More
Code38 - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 1200mm dia 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 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.
137.5
8846
1216359.375
... More
Code39 - Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingperwelding joints, tying with binding wire per 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.
29.87
82961
2478061.4985
... More
Code40 - 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.
473.17
114
54154.3065
... More
Code41 - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 750mm dia 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 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.
167.5
3501
586543.125
... More
Code42 - Routine Maintenance after completion of construction works Flexible Pavement for 1st Year
18.4
79011
1453802.4
... More
Code43 - Routine Maintenance after completion of construction works Flexible Pavement for 2nd Year
18.4
94064
1730777.6
... More
Code44 - Routine Maintenance after completion of construction works Flexible Pavement for 3rd Year
18.4
110005
2024092
... More
Code45 - Routine Maintenance after completion of construction works Flexible Pavement for 4th Year
18.4
126839
2333837.6
... More
Code46 - Routine Maintenance after completion of construction works Flexible Pavement for 5th Year
18.4
144560
2659904
... More
Code47 - Routine Maintenance after completion of construction works Rigid Pavement for 1st Year
2.1
79011
165923.1
... More
Code48 - Routine Maintenance after completion of construction works Rigid Pavement for 2nd Year
2.1
90725
190522.5
... More
Code49 - Routine Maintenance after completion of construction works Rigid Pavement for 3rd Year
2.1
103081
216470.1
... More
Code50 - Routine Maintenance after completion of construction works Rigid Pavement for 4th Year
2.1
116082
243772.2
... More
Code51 - Routine Maintenance after completion of construction works Rigid Pavement for 5th Year
2.1
129724
272420.4
... More
Code52 - 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.
48564
5
248647.68
... More
Code53 - 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.
1443.91
641
926816.9508
... More
Code54 - Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kgperm2 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.
69917.79
15
1092115.8798
... More
Code55 - 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.
69917.79
216
15111331.9527
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements