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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Jul 2023
Closing Date18 Aug 2023
Tender Amount₹ 14,44,81,173
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_WBPWD_549229_1Bid Award Id
ViewTender No
WBPWD/SE/NC/NIT_10/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Wet Mix Macadam Base Course
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Using Pakur variety Stone aggregates.
11074.46
32707975
2953.46
Dense Bituminous Macadam
Providing and laying dense bituminous macadam with Hot Mix Plant producing an average output of 75 tonnes per hour using coarse aggregate, fine aggregate, filler and bituminous binder as per design Job Mix Formula conforming Marshall Method as per specification, including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, hand packing and pinning to give an even surface including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 505 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
With Pakur Variety Stone Materials, hydrated lime powder & Bitumen VG-30 (Bulk).
For Grading 2 (26.5 mm nominal size, 50 mm compacted thickness.)
Using Batch Type HMP of minimum capacity 100-120 TPH.
1954.33
16237766
8308.61
Bituminous Concrete
Providing and laying bituminous concrete with Hot Mix Plant using coarse aggregates, fine aggregates, filler materials and bituminous binder of required specification including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 507 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Using Pakur variety Stone aggregates, Hydrated Lime Powder and VG-30 (Bulk) grade bitumen. For Grading 2 (13.2 mm nominal size, 30 mm compacted thickness.)
Using Batch Type HMP of minimum capacity 100-120 TPH.
1172.59
10680501
9108.47
Supplying and laying in the specify pattern of interlocking concrete block pavement (ICBP) with concrete blocks (with concrete grade as specific as per Table 1 of IS 15658: 2006 manufacture in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. no 6.30 of IRC : SP : (2018) from BIS licence manufacture with speacer nib (small producting profiles on the vertical face of a paver blocks used as a device for keeping minimum joint gap in between the paver block as per cl. no 3.26 of IS : 15638) and specific size and shape with aspect ratio (The ratio of length to thickness of apaver block as per cl. no. 3.3 of IS : 15638) as per table no 2 of Is ; 15638 with fleaxure stength /breaking load as per annuxture G of Is 15638 on the prepared base course of specified CBR as per table 1 of IRC SP 63 (2018) oe else as mentained in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the beding sand as per clause 6.5.2 of IRC SP 63) and completing the edge with cut blocks as per Cl.No. 8.7 of IRC SP 63 (2018) with proper conforming of bedding and jionts filling sand, coimpaction , levelling and filling up of thr edge gap.
100 mm thick
Grey
16830
22989780
1366
Primer Coat
Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming toIS: 8887-1978 nd requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For WBM / WMM Surface: (Using Bitumen Emulsion SS-I grade (Bulk) at the rate of 0.85 kg per sqm.)
39086.55
1184713
30.31
Tack Coat
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). On Bituminous Surface (Using Bitumen Emulsion RS-I grade (Bulk) at the rate of 0.25 kg per sqm.)
39086.55
338099
8.65
On Granular Surface tretate with Primer (Using Bitumen Emulsion RS-I grade (Bulk) at the rate of 0.275 kg per sqm.)
39086.55
366632
9.38
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with aproved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 2000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. Mode of easurement: (pre works and post works)
Carriage up to total lead of 2.00 km.
Land arranged by the contractor.
8075.81
1937386
239.9
Design Mix concrete
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.
M-15 Grade
Using concrete mixer & pakur variety stone aggregates.
765
4083088
5337.37
Construction of Sub Base using Local Materials: Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)
For Construction of Sub Base by compacting river bed materials. Using N.B. Variety River Bed Materials (RBM).
1066
1499286
1406.46
Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. Supplying Stone Boulder (200 -150 mm) Using N.B. Variety Boulder.
10659.97
2413204
226.38
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 glassbeads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
1442
842128
584
R.C. Guard Post
Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal lternate bands in hite/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering, making hole in ground of 47cm depthand 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips.
300
206787
689.29
Reinforced cement concrete M15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.
-
-
-
5th kilometre stone (precast)
2
5248
2624.08
Ordinary kilometer stone (precast)
10
15446
1544.62
Hectometer stone (precast)
90
39060
434
Direction and Place Identification Signs upto 0.9 sqm Size Board
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
13.5
121879
9028.04
Direction and Place Identification Signs with size more than 0.9 sqm size Board
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exc ee ding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
12.96
120607
9306.08
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
-
-
-
60 cm equilateral triangle
16
42033
2627.04
60 cm circular
10
35660
3566.04
PROTECTION WORK
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1050
109200
104
Hire and labour charges for Shuttering with orwithout staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure ncluding culvert, box culvert, crossdrainetc.The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
Where staging is not required
178.38
38173
214
Weaving wire mattress as directed with wire of 4mm dia. and making sausage crate of required shape after tying all intersections including joining longitudinal ends, closing ends of sausage, carriage of wire to site of work complete in all respect as per direction of the Engineer-in-charge including cost of supply of G.I. wire. (With 100mm x 100mm mesh.)
7848.5
1577549
201
Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge.
Using N.B. Variety Boulder above 225 mm.
2100
2990820
1424.2
Design Mix concrete Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-15 Grade Using Concrete Mixer.
Using pakur variety stone materials.
328.5
1753326
5337.37
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. Using N.B. Variety Boulder.
For 1 cum. volume using 1.00 cum. of boulder above 225 mm & 0.20 cum of stone spalls.
144
260433
1808.56
Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier 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 galvanized by hot dip process, all fittings to conform to IS:1367 dIS: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 811.3 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
200
457200
2286
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary.
With 1:4 cement mortar 15 mm thick plaster
833.75
131015
157.14
Repair of RCC Railing
Carrying out repair of RCC M30 railing to bring it to the original shape.
80
13760
172
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
273
10374
38
Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint.
Two Coats
273
27027
99
2 NOS. RCC BOX CULVERT(SINGLE CELL 2M X 2M)
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge.
In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. upto 3 m depth
With pumping out water including shoring as required.
2217.15
274927
124
Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.
By Manual Means
Cement Concrete
19.8
7900
399
Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges,retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.
Cement Mortar
67.5
18900
280
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
Where staging is not required.
324
69336
214
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & Reinforcement works.
Using Pakur Varity Stone Materaials.
M-15 Grade
Using concrete mixer.
284.91
1520670
5337.37
Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and ement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.
Using Pakur Varity Stone Materaials.
RCC Grade M-25
Using concrete mixer.
89.28
578756
6482.48
Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.
Using Pakur Varity Stone Materaials.
RCC Grade M-25
Using concrete mixer.
Height upto 5m
200.46
1361821
6793.48
Plain Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. Using Pakur Variety Stone Materaials.
PCC Grade M20 Height upto 5m
172.6
1128980
6541.02
Curtain wall complete as per drawing and Technical specification. Cement concrete Grade M15 Using Pakur Variety Stone Materaials.
Using concrete mixer.
54.78
315717
5763.37
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. (TATA/SAIL/RINL)
27.33
1597390
58448.24
Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. (TATA/SAIL/RINL)
61.37
3595131
58581.24
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
144
16560
115
Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works. Using Pakur Variety Stone Materaials.
Using concrete mixer.
22.08
201007
9103.59
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
Sandy material (Fine Sand).
544.5
541342
994.2
Providing and laying of Filter media with river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H 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.
For 1 cum. volume using 0.72 m3 of river bed materials and 0.48 m3 of coarse sand (dry loose volume).
115.2
203489
1766.4
Flexible Apron Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Using N.B Variety Boulder.
For 1 cum. volume using 1.00 cum. of boulder above 225 mm & 0.20 cum of stone spalls.
108
201048
1861.56
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crat.
Using N.B Variety Boulder.
For 1 cum. volume using 1.00 cum. of boulder above 225 mm & 0.20 cum of stone spalls.
86.4
156260
1808.56
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
171.21
6506
38
Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. Two Coats
171.21
16950
99
DIVERSION WORK
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. 900 mm dia
45
210825
4685
Bedding for Pipe
Type B (First Class) Bedding Laying (First Class) bedding on well compacted fine sand as per Clause 1105 (ii) for Rural Roads of MORD.
Compaction factor of sand 0.835
28.14
21079
749.06
Supplying empty Cement bags in good condition.
1200
3960
3.3
Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.
1200
4200
3.5
Supplying silver sand.
33.6
6717
199.92
Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 2000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) Carriage up to total lead of 2.00 km.
Land arranged by the contractor.
1090.2
261539
239.9
Removing all types of Hume pipes and stacking within a lead of 6000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD.
Above 900 mm dia Hume pipe
45
22725
505
Construction of Sub Base using river bed material (RBM), spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Using N.B Variety RBM.
45.6
64135
1406.46
Water Bound Macadam Base Course
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 8-10 tonnes 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 including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
With N.B. Variety Stone Materials.
Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) Manual Means
34.2
69451
2030.72
Add GST @ 18 %
18
21821288
121229378
Add Labour Welfare Cess @ 1%
1
1430507
143050666
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