Cauvery Neeravari Nigam Limited 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
₹ 6,89,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
CNNL/2023-24/IW/WORK_INDENT863Bid Award Id
ViewTender No
CNNL/2023-24/IW/WORK_INDENT863Tender Authority
Cauvery Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
BOQ Items
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004 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/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.- Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. complete with all lead and lift and as directed by engineer incharge of the work
212.55
6288
1336610.0475
... More
005 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification.- Sub structure of Bridges. complete with all lead and lift and as directed by engineer incharge of the work
19.18
90754
1740674.187
... More
006 - Providing and laying in position Reinforced 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/trap/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 necesary, including all lead & lifts, 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.- 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates.(The cost of steel reinforcement & formwork to be paid separately) -Formwork- 8% culvert Head walls. complete with all lead and lift and as directed by engineer incharge of the work
128.7
7262
934637.418
... More
007 - Providing and laying in position Reinforced 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/trap/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 necesary, including all lead & lifts, 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.- 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates.(The cost of steel reinforcement & formwork to be paid separately) Form work-35% for Drain walls.complete with all lead and lift and as directed by engineer incharge of the work
153
9077
1388883.51
... More
008 - 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/trap/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.- M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates--Formwork- 10% for Earth retaining structures. complete with all lead and lift and as directed by engineer incharge of the work
119.2
7903
942117.464
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009 - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. ( Vol -3, I.No: 3.7 of P-17 of PWD SR for 2023-24)
750.38
110
82729.395
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010 - Construction of Embankment by excavating the available approved Gravel/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. complete with all lead and lift and as directed by engineer incharge of the work
2900.5
497
1443578.85
... More
011 - Construction of Granular Sub-Base of required grading asper design mixing in a mechanical mix plant at OMC, carriageof mixed Material to work site, spreading in uniform layerswith motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, completeas per clause 401. complete with all lead and lift and as directed by engineer incharge of the work
585
2611
1527639.75
... More
012 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. complete with all lead and lift and as directed by engineer incharge of the work
952.5
2686
2559319.875
... More
013 - 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/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. B.Mechanical means. (i) Grading-I (63 mm to 45 mm) C.Using Screening Type B (11.2mm agg). complete with all lead and lift and as directed by engineer incharge of the work
797.26
2609
2080250.655
... More
014 - 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. complete with all lead and lift and as directed by engineer incharge of the work
928.88
517
480834.732
... More
015 - 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. complete with all lead and lift and as directed by engineer incharge of the work
5625
43
242156.25
... More
016 - Providing and applying tack coat with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. complete with all lead and lift and as directed by engineer incharge of the work
5625
14
82687.5
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017 - Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. complete with all lead and lift and as directed by engineer incharge of the work
281.25
7912
2225475
... More
018 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.complete with all lead and lift and as directed by engineer incharge of the work
140.63
10659
1499059.548
... More
019 - 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. complete with all lead and lift and as directed by engineer incharge of the work
731.63
7091
5188500.471
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020 - 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/ 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. complete with all lead and lift and as directed by engineer incharge of the work
300
556
166950
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021 - Reinforced cement concrete M15grade kilometre stoneof standard design as per IRC:8-1980, fixing in positionincluding painting and printing etc (Ordinary kilometer stone (precast)) complete with all lead and lift and as directed by engineer incharge of the work
2
3073
6146.7
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022 - Reinforced cement concrete M15grade kilometre stoneof standard design as per IRC:8-1980, fixing in positionincluding painting and printing etc (200 m stone (precast)) complete with all lead and lift and as directed by engineer incharge of the work
9
884
7956.9
... More
023 - 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/ 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) complete with all lead and lift and as directed by engineer incharge of the work
140.63
2526
355273.569
... More
024 - 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/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. complete with all lead and lift and as directed by engineer incharge of the work
4
3784
15136.8
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025 - 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. complete with all lead and lift and as directed by engineer incharge of the work
3.6
9460
34057.8
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026 - Type - A, "W" : Metal Beam Crash BarrierProviding and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/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/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. complete with all lead and lift and as directed by engineer incharge of the work. complete with all lead and lift and as directed by engineer incharge of the work
400
3822
1528800
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027 - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. complete with all lead and lift and as directed by engineer incharge of the work
12.6
5625
70875
... More
028 - Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, ramming and all other ancillary operations complete.complete with all lead and lift and as directed by engineer incharge of the work
36
2317
83424.6
... More
029 - Dismantling of Structures.Dismantling 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 Dismantling Stone MasonryII By Mechanical means Cement Concrete Grade M-15 & M-20. complete with all lead and lift and as directed by engineer incharge of the work
49.51
754
37377.5745
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030 - 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cost of De-watering upto 5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition. complete with all lead and lift and as directed by engineer incharge of the work
472.22
112
53105.8612
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031 - 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Depth exceeding 1.5 m, but not exceeding 3 m Cost of De-watering upto 7.5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition. complete with all lead and lift and as directed by engineer incharge of the work
284.31
479
136389.1932
... More
032 - Supplying, filling, spreading & leveling stone boulders of size range 5 cmto 20 cm, in recharge pit, in the required thickness, for all complete with all lead and lift and as directed by engineer incharge of the work
62.21
1052
65451.141
... More
033 - Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to2 mm in recharge pit, in required thickness over gravel layer complete with all lead and lift and as directed by engineer incharge of the work
56.21
1251
70352.436
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034 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift and as directed by engineer incharge of the work
24.02
6288
151048.569
... More
035 - Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finishedlayers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Additionalities for Formwork, Centering & Scaffolding 5% added to basic Rate for Foundation, Sub structure of Cross drainages) complete with all lead and lift and as directed by engineer incharge of the work
13.22
6931
91633.3724
... More
036 - 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/trap/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 all lead & lifts, 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 specificationsM25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Additionalities for Formwork, Centering & Scaffolding 20% added to basic Rate for Box Culvert) complete with all lead and lift and as directed by engineer incharge of the work
175.41
7983
1400361.1776
... More
037 - Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges complete with all lead and lift and as directed by engineer incharge of the work
9.48
90754
860354.082
... More
038 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/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 & 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Additionalities for Formwork, Centering & Scaffolding 20% added to basic Rate for Box Culvert) complete with all lead and lift and as directed by engineer incharge of the work
32.39
8622
279272.4102
... More
039 - Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges complete with all lead and lift and as directed by engineer incharge of the work
3.24
90990
294810.516
... More
040 - Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2 , extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. complete with all lead and lift and as directed by engineer incharge of the work
40
250
10038
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041 - PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. complete with all lead and lift and as directed by engineer incharge of the work
6.56
7151
46914.168
... More
042 - Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). complete with all lead and lift and as directed by engineer incharge of the work
8.75
12426
108734.0625
... More
043 - Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant). complete with all lead and lift and as directed by engineer incharge of the work
8.45
14669
123957.6975
... More
044 - Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.complete with all lead and lift and as directed by engineer incharge of the work
79.2
2810
222619.32
... More
045 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A Granular Material. complete with all lead and lift and as directed by engineer incharge of the work complete with all lead and lift and as directed by engineer incharge of the work
181.8
1226
222959.52
... More
046 - Construction of Embankment by excavating the available approved Gravel/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. complete with all lead and lift and as directed by engineer incharge of the work
2582.5
497
1285310.25
... More
047 - 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/Boulder. complete with all lead and lift and as directed by engineer incharge of the work
21
2007
42159.6
... More
048 - 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.complete with all lead and lift and as directed by engineer incharge of the work
21.36
2007
42882.336
... More
049 - 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/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.complete with all lead and lift and as directed by engineer incharge of the work
18.38
2445
44947.371
... More
050 - Strip Seal Expansion Joint.Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.complete with all lead and lift and as directed by engineer incharge of the work
15
15005
225083.25
... More
051 - Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. complete with all lead and lift and as directed by engineer incharge of the work
6
3434
20607.3
... More
052 - Boundary pillar / 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. complete with all lead and lift and as directed by engineer incharge of the work. complete with all lead and lift and as directed by engineer incharge of the work
80
785
62832
... More
053 - 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. complete with all lead and lift and as directed by engineer incharge of the work
62.5
412
25790.625
... More
054 - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. complete with all lead and lift and as directed by engineer incharge of the work
937.5
110
103359.375
... More
055 - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 complete with all lead and lift and as directed by engineer incharge of the work
750
2553
1915200
... More
056 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. complete with all lead and lift and as directed by engineer incharge of the work
468.75
2686
1259507.8125
... More
057 - 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/m2using mechanical means. complete with all lead and lift and as directed by engineer incharge of the work
4687.5
43
201796.875
... More
058 - Providing and laying Bituminous Macadam with 40/60 tphcapacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. complete with all lead and lift and as directed by engineer incharge of the work
234.38
7835
1836390.738
... More
059 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom. complete with all lead and lift and as directed by engineer incharge of the work
4687.5
12
59062.5
... More
060 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.complete with all lead and lift and as directed by engineer incharge of the work
117.19
10659
1249198.524
... More
061 - 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 andcompacted to meet requirement of table No. 300-2. complete with all lead and lift and as directed by engineer incharge of the work
212.5
517
110000.625
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