Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Mar 2025
Closing Date17 Apr 2025
Tender Amount₹ 3,44,45,001
Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder includes completion of projects that are similar in nature to the works, with specific conditions. The bidder should have completed projects with more than 40% of the project cost executed during the last five years, or a single running project similar in nature to the intended job and completed to the extent of 80% or more, with a value of not less than 40% of the estimated amount put to tender of the intended job. The values and percentages mentioned are:
- 40% of the project cost for completed projects
- 80% or more completion of a single running project
- 40% of the estimated amount put to tender of the intended job
- Alternative percentages for 2nd and 3rd calls: 30% and 20% of the project cost, 75% and 70% completion of a single running project, and 30% and 20% of the estimated amount put to tender. Additionally, the bidder should have satisfactorily completed at least one similar nature of work with a magnitude of more than 40% of the estimated amount put to tender, or at least two similar works with each having a magnitude of at least 30% of the estimated amount. The bidder can also have one single running similar work completed to the extent of 80% or more, with a value of not less than 40% of the estimated amount. The bidder's prior work experience is assessed based on the maximum value of engineering works in respect of projects executed in any one year during the last five years. The available bid capacity is calculated based on the maximum value of engineering works, and the bidder's net worth for the current assessment year should be positive. The bidder should also have available liquid assets and/or credit facilities not less than 10% of the estimated cost put to tender, and may be required to provide Additional Performance Security @ 10% of the tendered amount if the accepted bid value is 80% or less of the Estimate put to tender.
Costs
EMD
₹ 6,88,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbpwd/pw(r)/se/shc/nit No 20 Of 2024-2025(sl-02)
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
2025_SH_828243_2Bid Award Id
ViewTender No
WBPWD/PW(R)/SE/SHC/NIT NO 20 OF 2024-2025Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Construction of Embankment with Material Obtained from Borrow Pits (Carried Earth)
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 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) Carriage up to 3.0 Km.
5113.8
251
1287655
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Construction of Embankment with Material Obtained from Borrow Pits (Dept Borrow Pit)
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 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
2191.63
85
187604
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Construction of Embankment with Material Deposited from Roadway Cutting.
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 for Rural Roads of MORD including carriage of material for a distance of 1 km
3167.55
46
148241
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Compacting Original Ground
Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm
below the subgrade level, watered, graded and
compacted in layers to meet requirement of
Tables 300.1 and 300.2 for subgrade construction
as per Clause 305.3.4 of Specifications for Road &
Bridge Works of MoRT&H (5th Revision).
2596.34
55
144097
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Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. (Fine Sand)
1765.51
1029
1817363
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Construction of Granular Sub-Base (GSB) by providing graded pakur stone material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) GSB Grade-II (Separation layer) By mechanical mean .
882.76
2094
1848694
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Construction of Granular Sub-Base (GSB) by providing graded pakur stone material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(ii) GSB Grade-III (Drainage layer) By mechanical mean :
882.76
2424
2140040
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Providing, laying, spreading and compacting approved Pakur stone aggregates to Wet Mix Macadam (WMM) 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).
1853.78
2682
4973673
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Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by tipper trucks or by any other suitable arrangements, laying the mixture uniformly over the surface with paver finisher, including manual operations as and when required for proper line, grade and level to serve as wearing course on a previously prepared base, including mixing in Hot Mix Plant and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Hot Mix Plant and other machinery, pay of operators, cost of fuel and lubricants etc. complete as per Clause 510 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) Using Mobile Hot Mix Plant (Light Duty). Including Tack Coat @ 0.275Kg/Sqm using Cationic Bitumen Emulsion (MS) Bulk and @ 1.46 kg / sqm VG-30 Bulk Bitumen
10168.43
121
1236074
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Providing and laying Premixed Seal Coat (Type B) with approved quality stone grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). By Manual Means. @ 0.68 kg / sqm VG-30 Bulk Bitumen
10168.43
42
428091
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Providing and applying Prime Coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and 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).
8827.59
32
285131
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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).
Over Granular Surfce treated with primer
8827.59
10
88276
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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).
Over Bituminous Surface
1340.89
9
12350
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Water Bound Macadam Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
502.84
2552
1283343
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Planting of Trees and their Maintenance for one Year
Planting of trees by the road side (Avenue trees) in
0.60m dia holes, 1 m deep dug in the ground, mixing
the soil with decayed farm yard/sludge manure,
planting the saplings, backfilling the trench,
watering, fixing the tree guard and maintaining the
plants for one year.
200
688
137600
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Half Brick Circular Tree Guard, in 2nd Class Brick,
internal diameter 1.25 metres, and height 1.2 metres,
above ground and 0.20 metre below ground
Half brick circular tree guard, in 2nd class brick,
internal diametre 1.25 metres, and height 1.2 metres,
above ground and 0.20 metre below ground,
bottom two courses laid dry, and top three courses in
cement mortar 1:6 (1 cement 6 sand) and the
intermediate courses being in dry honey comb
masonry, as per design complete
200
1626
325200
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Chute Drains
Providing Chute drains 250 x 300 mm (inside
dimensions) across Embankment Slopes in approaches
of Bridges and on horizontal curves consists of
earthwork in excavation for foundations of structures
as per drawings and technical specifications Clause
307 for Rural Roads of MORD including setting out
construction of shoring and bracing deleterious
matter, dressings of sides and bottom and backfilling
with approved material (By manual means), Plain
Cement Concrete (1:2:4), 125 mm thick Brick Masonry
followed by 20 mm thick plastering (1:4) and 75 mm
thick Coping with M-20 Concrete on top of the Chute
Walls as per specification, drawing and direction of
the Engineer-in-Charge.
50
1153
57650
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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).
i) 90 cm equilateral triangle
12
4062
48752
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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).
ii) 60 cm circular
10
3566
35667
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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).
iii) 90 cm High octane
8
6445
51565
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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).
iv) 80 cm x 60 cm rectangular
12
5024
60296
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Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80 -100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings
12
386
4632
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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 exceeding 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).
7.2
9307
67013
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Kilometre Stone (ordinary)reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.
Kilometer post.
2
1542
3084
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Kilometre Stone (5th Km) reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.
5th Kilometer post
2
2625
5250
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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 alternate bands in white/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 depth and 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
100
689
68952
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Supplying & fixing of Raised Pavement Markers I Road Studs I Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Sridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications.
434
255
110670
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A 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 bove 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 andIS: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).
150
2286
342900
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Road Marking with Hot Applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 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).
596.7
584
348473
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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.
(II) By Mechanical Means
a) Cement Concrete
205.8
470
96726
... More
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.
(II) By Mechanical Means
b) Reinforced Cement Concrete
22.4
773
17315
... More
Dismantling of flexible pavements and disposal of
dismantled materials upto a lead of 100 m, stacking
serviceable and unserviceable materials separately as
per Technical Specifications Clause 202 for Rural Roads
of MORD.
(II) By Mechanical Means
Bituminous Courses
2.75
277
762
... More
Dismantling of flexible pavements and disposal of
dismantled materials upto a lead of 100 m, stacking
serviceable and unserviceable materials separately as
per Technical Specifications Clause 202 for Rural Roads
of MORD.
(I) By Mannual Means
(b) Granular Courses
15.56
453
7049
... More
Excavation for Structures
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,...etc. a) With Pumping out Water Including Shoring
1773.76
124
219946
... More
Sand Filling in Foundation trenches and at the back of abutments,wing walls etc.with good local sand free from earth in layers not exceeding 15cm including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand.Quality of Sand is to be approved by the engineer-in-charge.
274.26
1007
276281
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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.
(a) M-15 Grade
Using concrete mixer.
58.68
5098
299172
... More
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.
(b) Where staging is not required.
26.12
214
5590
... More
Plain / 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.
A PCC Grade M20
(i) Height upto 5m
Total (For Three Culvert)
323.37
6294
2035362
... More
Plain / 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….etc
RCC Grade M25 Height upto 5m
Using concrete Mixer
222.94
6544
1459044
... More
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...etc.
Tor Steel (SAIL/TATA/RINL)
21
60743
1275623
... More
Provision of an Reinforced cement concrete crash
barrier at the edges of the road, approaches to
bridge structures and medians, constructed with
reinforced cement concrete with HYSD
reinforcement conforming to IRC:21 and dowel bars
25 mm dia, 450 mm long at expansion joints filled
with pre-moulded asphalt filler board, keyed to the
structure on which it is built and installed as per
design given in the enclosure to MOST circular No.
RW/NH - 33022/1/94-DO III dated 24 June 1994 as per
dimensions in the approved drawing and at
locations directed by the Engineer-in-Charge, all as
specified Grade of Concrete M-40.
20.71
3724
77130
... More
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
240
115
27600
... More
Drainage spouts in superstructure including providing drip mouldings and also including suppplying fitting and fixing approved type of materials complete as per drawing and tachnical speccification vide clause no. 2705 of MoRT&H's specification for Road & Bridge Works.
4
783
3132
... More
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.
b) Two Coats
42.91
99
4248
... More
Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.
By mechanical means
From 50 mm to 100 mm thick
183
30
5563
... More
By Mix in Place Method :
Construction of granular sub-base by providing
graded material, mixing by mix in place
method with Rotavator at OMC, spreading in
uniform layers with Motor grader on prepared
surface in proper grade and camber,
compacting with vibratory roller to achieve the
desired density, including lighting, guarding,
barricading, including cost of all materials,
machinery, tools and plants including cost of
quality control complete as per Clause 401 of
Specifications for Road & Bridge Works of
MoRT&H (5th Revision). (ii) Grading – II
18
2094
37697
... More
By Mix in Place Method :
Construction of granular sub-base by providing
graded material, mixing by mix in place
method with Rotavator at OMC, spreading in
uniform layers with Motor grader on prepared
surface in proper grade and camber,
compacting with vibratory roller to achieve the
desired density, including lighting, guarding,
barricading, including cost of all materials,
machinery, tools and plants including cost of
quality control complete as per Clause 401 of
Specifications for Road & Bridge Works of
MoRT&H (5th Revision). (iii) Grading – III
Total (For Three Culvert)
18
2424
43637
... More
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).
107.1
2682
287348
... More
Bituminous Macadam using Mobile Hot Mix Plant (Light Duty)
Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously..etc
For Grading 2
19 mm nominal size, 50-75 mm thick
38.26
6363
243465
... More
Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed..etc
680
121
82661
... More
Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/gritl...etc.
II By Manual Means
With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
680
42
28628
... More
Prime Coat
Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade…etc
For WBM / WMM Surface:
(with primer @ 0.70-1.0 kg/sqm)
680
32
21964
... More
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 su…etc
(ii) On Granular surfaces treated with primer
(Using Bitumen emulsion at the rate of 0.25 to
0.30 kg per sqm.)
(i) Area same as Prime coat area (On Granular Surface treated With Primer)
510
10
5100
... More
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 su…etc
(ii) On Granular surfaces treated with primer
(Using Bitumen emulsion at the rate of 0.25 to
0.30 kg per sqm.)
(ii) Area Same as P.C area (On Bituminous Surface)
680
9
6263
... More
Earthwork in excavation from borrow pits (land
owned/arranged by the Department) and depositing
in layers of 250 mm. including breaking clods in
embankment works and to fill up back of abutments,
depressions and ruts with an initial lead up to 50 m and
initial lift up to 1.5 m making bunds at top as directed
dressing complete. (Borrow pit measurement)
In ordinary Soil
1050
89
94395
... More
Water Bound Macadam Sub Base Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers
including screening of metals etc. as necessary,hand packing, sweeping, watering and rolling instages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metrewidth on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men
and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (For Construction of Sub Base by Consolidating Jhama Metal (63 mm to 45 mm) with Silver Sand Screening)
112.5
2552
287121
... More
Providing and Laying Reinforced Cement Concrete
Pipe NP4 as per design in Single Row
Providing and laying reinforced cement concrete pipe
NP4 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.
25
6281
157040
... More
Bedding for Pipe
Type B (First Class) Bedding
Laying (First Class) bedding on well compacted
sand, moorum or approved granular material as
per Clause 1105 (ii) for Rural Roads of MORD
11.62
1513
17583
... More
Close Bamboo Walling made of 65mm to 75mm dia.
bamboos (in single line) driven about half-length into
the ground side by side, with stout stays at an interval
of 1m, 3nos. of half split bamboo runner of same dia
fitted and fixed with nails etc. complete as per
direction. (Measurement to be taken along the
length of piling after finishing the works).
iii) With bamboos of length above 2.50m and
upto 3.00m
200
587
117400
... More
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 including cost of
sand and gunny bags.
1786
12
22646
... More
Removing all types of Hume pipes and stacking within
a lead of 1000 m including Earthwork and Dismantling
of Masonry Works as per Technical Specification
Clause 202 for Rural Roads of MORD.
(c) Above 900 mm dia Hume pipe
25
357
8925
... More
Hire and labour charges for staging with sal bullah for super structure of bridge (Major and Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in-charge.
128
199
25472
... More
Hire and labour charges for 100 mm dia bamboo railing on 150 mm dia Jhau/Eucalyptus or other approved timber posts each 2.0 m in length, tied 2 number post strongly with coir ropes in the fashion of a scissor with a spacing of 1.8 m over pacca road without damaging the surface and tying strongly 3 (three) rows of bamboo railing on each leg and 1 (one) railing connecting all the top junctions including cost of loading unloading, stacking & carriage of all materials and labour complete, clearing the site as per direction of Engineer in charge after removing the barricade.(a) 100mm. dia bamboo railing & 150mm.dia Jhau/Eucalyptus/other approved timber posts with 1.8 m spacing. (i) Railing 3 row on each leg and 1 at pivot point
24
163
3912
... More
Cleaning the exposed corroded Reinforcement as
well as worn out concrete by sand blasting with air
compressor including all materials, hire charges of
machineries and labour etc. all complete as per
technical specification and direction of the
Engineer-in-Charge.
184
604
111136
... More
Providing anti-corrosive protective coating to inhibit
the corrosion to HYSD reinforcements including two
coats of anti-corrosive coatings of consumption as
per manufacturer's specification, cleaning etc.
complete as per the direction of the Engineer-in-
Charge.
36.8
506
18621
... More
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy
75
102
7650
... More
Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical specification.
A. Cement Grout
50
59
2950
... More
Sealing of crack / porous concrete with Epoxy
Grout by injection through nipples complete as per
clause 2803.1.
25
882
22050
... More
Guniting concrete surface with cement mortar (25
mm nominal thick) applied with compressor after
cleaning surface and spraying with epoxy
complete as per Technical specification.
184
912
167808
... More
Replacement of damaged Concrete Railing.
20
242
4840
... More
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, centre to centre 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.
20
1835
36700
... More
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.
b) Two Coats
74.03
99
7329
... More
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 including cost of
sand and gunny bags.
500
12
6295
... More
Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works.
4
783
3132
... More
Removal of rubbish,earth etc. from the working
site and disposal of the same beyond the
compound, in conformity with the Municipal /
Corporation Rules for such disposal, loading into
truck and cleaning the site in all respect as per
direction of Engineer in charge
25
166
4150
... More
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.)
1385
201
278385
... More
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.
370
2546
942242
... More
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.
180
104
18720
... More
Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
36
1007
36265
... More
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
(a) M-15 Grade
10
5098
50984
... More
Hire and labour charges for Shuttering 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, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
20.8
214
4451
... More
Protection of embankment by closely driven 150 mm diameter Eucalyptus Bullah each of 4500 mm total length, driven 2700 mm into the ground or bed of pond / water body in standing water condition 3.50m away from nearest edge of black top @ 350 mm center to center with 1800 mm exposed height of each bullah including fittings of three numbers 100 mm diameter half spited eucalyptus bullah Runner fitted & fixed two on top of each face of closed bullah walling and one on middle height of it, along full length of the wall including 100 mm diameter,1350 mm long eucalyptus bullah Tie fitted @ 2000 mm center to center with Tie-Post anchoring by driving 100 mm diameter ,1350 mm long eucalyptus bullah Tie-Post ,driven 1150 mm into ground on the road side @ 2000mm center to center,2 (Two) coat coal tarring on Eucalyptus bullah used and walling by earth filled gunny bag (@ 62 nos. bags per running meter length of protection line)by the side of the bullah walling after just after proper ‘bench-cutting’ of the existing embankment profile for proper placement of earth and to achieve finished earth filled slope as per directions including the cost of empty gunny bags, filling earth @ 0.029m3/bag, including supplying eucalyptus bullah, coal-tar, nails, bolts, empty gunny bags etc. and labour charges for cutting, splitting bullah, coal tarring to each bullah, driving charges for driving bullah into ground / bed of pond in standing water condition, fitting fixing charges for filling up of gunny bags and for back filling of embankment at th side of gunny bags protection line by earth (land arranged by the agency with required lead & lift) and stitching & placing earth filled bag to the desire location after proper bench cutting of the embankment portion and then filling with earth (land arranged by the agency) in between embankment and walling all complete in all respect as per drawing and direction of Engineer-in-Charge. (Payment will be made on finished length of work in all respect complete as per specification & direction of Engineer-in-Charge as per approved methodology.) (For Royalty charge & CESS on earth @ 34.30 /m3 as per Govt. notification which will be paid on production of necessary documents in support of payment made towards the royalties.)
214
3770
806908
... More
Add GST @18%
28901662
-
5202299
... More
Add Labour welfare Cess @1%
34103961
-
341040
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