Public Works Department Tender
Search from over 10,000+ business opportunities that have been announced from the biggest West Bengal tenders, e tender West Bengal, WB government tenders, and the Online Tender Notices posted on West Bengal e tenders to date. Find opportunities that have come in from multiple corporations, West Bengal government departments, State PSUs, and several Private companies from the state.
Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Jan 2025
Closing Date25 Feb 2025
Tender Amount₹ 4,41,82,674
Costs
EMD
₹ 8,83,653Document Cost
Refer DocumentsTender Fee
Refer Documents
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_WBPWD_807484_1Tender No
WBPWD/PWR/SE/EHC/NIeT-11/24-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specifications Clause 202 for Rural Roads of MORD.Including dismembering
5
1241
6205
... More
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 .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(i) With pumping out water including shoring as required.
1257.9
124
155980
... More
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in double row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. 900 mm dia
180
5203
936612
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement (from SAIL/TATA/RINL) 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.
125.95
60740
7650243
... More
Providing Bored Cast-in-situ R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2). (Pakur variety stone used)
(b) Using tripod, Winches
(v) Pile diameter - 1000 mm.
801.5
6634
5317592
... More
Performing Lateral load test on two piles or two groups of piles by introducing a hydraulic jack with gauge between two piles or pile groups under test by applying horizontal loads in increments of about 20% of the estimated safe load at each stage and applying the next increment after the rate of displacement is nearer to 0.1 mm. per 30 minutes till the total displacement becomes, 12 mm at the cut-off level including the cost of arranging necessary, and removal of all arrangement after completion etc. complete in all respect including cost of carriage of all materials and as per IS specification and direction of Engineer-in-charge.
4
27400
109600
... More
Performing Vertical load test on single Pile in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the jacks with all ancillary arrangements for setting up gauges, construction of suitable platforms, keeping the loads and dismantling and removing all arrangement etc. complete as per IS specification and direction of Engineer-in-charge
V) Testing load between 250 T and 300 T.
4
112000
448000
... More
Integrity testing of Pile using Low Strain / Sonic Integrity Test / Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerized equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-incharge.
b) For Rest of South Zone & West Zone.
30
870
26118
... More
Providing MS casing pipe around RCC cast-in-situ
bored piles of different diameters in position
including cost of all materials, fabrication, handling
etc. complete as per direction of Engineer-in-Charge.
13.32
61852
823873
... More
Construction of Temporary Island by construction of outer annular layer with two rows of bullahs, suitable spaced, of dia. not lessthan 150 mm, driven at least half of the total length, properly tied, braced and supported and filling the annular space with sand / soil
filled bags, protected by drum sheet walling on both side and filling the core portion with locally available materials including the dismantling, removing and cleaning the site of the construction of main component of the structure.
i) Area of Island between 100 m² to 120 m²
a) Height above bed level upto 2.25 m.
2
271429
542858
... More
Providing and constructing Service Road of width 4.0 m to reach island location from one pier location to another pier location with height upto 1 m. by sand / dry soil filled cement / polyethylene bags and removal of the same after main construction activity.
30
1365
40950
... More
Drum Sheet Walling 1.40m (av.) high on Sal-bullah / Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary
nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction.Using Eucalyptus bullah
200
1244
248800
... More
BRIDGE WORK (B) SUB-STRUCTURE
-
-
-
... More
Supplying, spreading and compacting Sand(Midium) 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.
338.64
1214
411153
... 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, cross-drain 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.
34.8
214
7447
... 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. (Pakur variety stone used)
(a) M-15 Grade
Using concrete mixer
49.35
5159
254625
... More
Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification. (Pakur variety stone used)
(D) RCC Grade M30
231.42
6143
1421828
... 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.. (Pakur variety stone used)
(G) RCC Grade M30
335.27
6389
2142352
... More
Supplying, fitting and placing HYSD bar reinforcement (from SAIL/TATA/RINL) 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.
83.26
60873
5068313
... 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.
638
115
73370
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
B) Sandy material
130.27
1239
161405
... More
Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / 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.
35.08
1878
65904
... 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.. (Pakur variety stone used)
(G) RCC Grade M40
1.18
6720
7930
... More
BRIDGE WORK (C ) SUPER-STRUCTURE
-
-
-
... More
Furnishing and Placing Reinforced / Prestressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and 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. (Pakur variety stone used) M35,Height upto 5.00M
88.13
6911
609075
... More
Furnishing and Placing Reinforced / Prestressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and 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. (Pakur variety stone used) RCC grade M30,Height upto 5.00M
65.6
6870
450733
... More
Supplying, fitting and placing HYSD bar reinforcement (SAIL/TATA/RINL) in Bridge Super-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. H.Y.S.D Bars
27.54
61791
1701733
... More
Provision of an M-40 Grade 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.(Pakur variety stone used) M-40 Grade Concrete Crash Barrier
59.28
3581
212310
... 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.(Pakur variety stone used)
59.28
1835
108779
... 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. In Girder type bridges
9
783
7047
... More
Supplying transporting & fabrication of welded steel girder as per approved drawing duly made up built up sections of MS Plate, Angle, Channel of different thickness including metalizing priming coat followed by finish coat of paints of total thickness of 165pm . The unloading etc. (ii) Cost of inspection, testing of girders in stages by nominated inspection agency. Nomination of inspection agency for passing of fabricated members and trial assembly will be decided by Engineer-in-Charge. iii) Cost of supplying & fixing of HSFGI High strength bolts (not less than 8.8 grade). iv) Cost of blast -cleaning the steel surface including supplying & applying of zinc phosphate primer followed by finish coat of micaceous iron oxide pigmented drying oil type paint of total thickness of 165 µm. In MS Plates of different sizes
6.57
91197
599167
... More
Supplying transporting & fabrication of welded steel girder as per approved drawing duly made up built up sections of MS Plate, Angle, Channel of different thickness including metalizing priming coat followed by finish coat of paints of total thickness of 165pm . The unloading etc. (ii) Cost of inspection, testing of girders in stages by nominated inspection agency. Nomination of inspection agency for passing of fabricated members and trial assembly will be decided by Engineer-in-Charge. iii) Cost of supplying & fixing of HSFGI High strength bolts (not less than 8.8 grade). iv) Cost of blast -cleaning the steel surface including supplying & applying of zinc phosphate primer followed by finish coat of micaceous iron oxide pigmented drying oil type paint of total thickness of 165 µm. Structural Steel (MS) angles, joists,channels, flats etc.(E 250 conforms to IS:2062 & 808) 200mm to 400mm size
3.15
101292
319070
... More
Supplying transporting & fabrication of welded steel girder as per approved drawing duly made up built up sections of MS Plate, Angle, Channel of different thickness including metalizing priming coat followed by finish coat of paints of total thickness of 165pm . The unloading etc. (ii) Cost of inspection, testing of girders in stages by nominated inspection agency. Nomination of inspection agency for passing of fabricated members and trial assembly will be decided by Engineer-in-Charge. iii) Cost of supplying & fixing of HSFGI High strength bolts (not less than 8.8 grade). iv) Cost of blast -cleaning the steel surface including supplying & applying of zinc phosphate primer followed by finish coat of micaceous iron oxide pigmented drying oil type paint of total thickness of 165 µm. Structural Steel (MS) angles, joists,channels, flats etc.(E 250 conforms to IS:2062 & 808) above 400mm size
17.31
105808
1831538
... More
Assembling, erection I launching of fabricated steel girders in proper position, line, level, alignment including erection of staging and scaffolding, dismantling the same after completion of work. The rate shall be inclusive all complete in all respect with all materials, labour, tools & plants, lead and lift. This item pertains to erection of girders by contractor's own cranes I derricks I staging, machineries, plants & equipment etc., wherever required to complete the job, as per approved drawing. The rate is inclusive of all standby cranes, equipment, machineries etc. as directed by Engineer-in-charge to complete the work.
27.03
13000
351390
... More
Supplying, fitting and fixing in position true to line and level Elastomeric bearing conforming to IRC: 83 (Part-II) Section IX and Clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical Specifications
248832
1
248832
... More
Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 80 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.
24.3
10000
243000
... 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.
400.46
99
39646
... 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
Using concrete mixer . (Pakur variety stone used)
13.65
5159
70428
... More
Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories,specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew,reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc.complete in all respect including cost of all necessary fittings asrequired,jointing materials and two coats of painting with approved paintin any position above ground. (Payment will be made on the centre linemeasurements of total pipe line including all specials. No separatepayment will be made for accesories, specials. Payment for painting will be made seperately)
(a) For Exposed Work PVC Pipes 50 mm Dia
112.56
384
43223
... More
Supply, testing, fitting, fixing and welding with stud guns etc. of normal headed shear studs / shear connectors 25mm dia and 200 mm length conforming to IS: 3935-66 as per specifications of approved drawing along with ferrules to top flange of girder for deck slabs as per the direction / approval of Engineer in charge.
1088
338
367744
... More
(D) Protection Work (River Training Works)
-
-
-
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
41.4
2033
84194
... More
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.
I.Cement Concrete Block. (0.3x0.3x0.3) M15
82.8
6991
578902
... More
Supplying Eucalyptus-bullah piles at work site,
including dressing and making one end pointed.
150 mm dia
2700
217
585900
... More
Supplying Eucalyptus-bullah piles at work site,
including dressing and making one end pointed.
100 mm dia
412
96
39552
... More
Labour for driving Sal-bullah / Eucalyptus bullah
piles by monkey in sorts of soil including hoisting and
placing piles in position, protecting the pile head
with iron ring and cutting and shaping heads before
and after driving and including hire and labour
For 150 mm dia
2100
105
220500
... More
Labour for driving Sal-bullah / Eucalyptus bullah
piles by monkey in sorts of soil including hoisting and
placing piles in position, protecting the pile head
with iron ring and cutting and shaping heads before
and after driving and including hire and labour
For 100 mm dia
68
83
5644
... More
Labour for fitting and fixing 10 cm. to 13 cm.
diameter Sal-bullah/Eucalyptus-bullah as ties and
runners including necessary nails, bolts and nuts.
310
20
6386
... More
Coal tarring on wooden surfaces including cost of
materials
1318.8
22
29014
... 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
180
208
37440
... More
Supplying empty Cement bags in good condition and Filling empty Cement bags with dry fine 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
sand bags.
3600
9
33552
... More
(E ) Road Works & Road Furniture
-
-
-
... 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.
(ii) From 50 mm to 100 mm thick
By mechanical means (without milling machine)
495
7
3713
... More
Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials.
c) For average depth above 75 mm but not
exceeding 150 mm by manual means:
(i) Stone-metal surface.
495
25
12623
... More
Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials.
c) For average depth above 75 mm but not
exceeding 150 mm by manual means:
(ii) Brick / Jhama metal surface.
495
19
9405
... More
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material
obtained from borrow pits with a lift upto1.5 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. With carried earth arranged by the contractor; Royalty charges of Rs. 29.00/- per m3. and cesses charges@ Rs.5.30 per m3 has to be recovered initially from the contractor's bill. This recovered amount of Royalty will be paid to the agency on production of necessary documents in support of such payment to the authority concern by the agency.
356.17
239
85445
... More
Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and
camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause
401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Grading – V
81.63
2555
208598
... More
Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and
camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause
401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Grading – III
81.63
2485
202887
... More
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadamspecification 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).
168.3
2772
466656
... More
Providing and applying primer 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).
(i) For WBM / WMM Surface: (Using Bitumen Emulsion(M.S Packed) at the rate of 0.85 kg per sqm
669.9
29
19621
... More
Dense Bituminous Macadam;
Providing and laying dense bituminous macadam with Batch Mix Plant (100-120 TPH) using crushed aggregate (Pakur variety) of specified grading, filler (Hydrated lime) premixed with bituminous binder (VG-30,Bulk)of approved grade @4.5% (min) for Grading-2 by weight of total mix as per table 500-10 and mix design done as per table 500-11 and job mix formula as clause 505.3.3 of MorRT&H(5th Revision), including screening cleaning of chips, transporting the hot mix to work site,laying the mixed materials at specified laying temperature,as specified in Table 500-2 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 and vibatory or tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a pressure of at least 0.56 MPa, to achieve the desired density as per clause 505.3.5 all including cost and carriage of bitumen, crushed aggregates, filler mateials and hire charges of machinery and equipment for construction and quality control complete as per Clase 505 of Specifications for Road & Bridge Works of MoRTH&H(5th Revision). Grading 2;(26.5 mm nominal size. )
Using Batch Type HMP of minimum capacity 100-120 TPH.
(Before execution of DBM, Mix design shall be approved by the EIC)
33.67
7859
264628
... 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 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(M.S Packed) at the rate of 0.250 kg per sqm)
673.2
9
6375
... 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 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 Granular Surface (Using Bitumen Emulsion(M.S Packed) at the rate of 0.275 kg per sqm.)
673.2
10
6927
... 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 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 Cement Concrete Surface (Using Bitumen Emulsion(M.S Packed) at the rate of 0.325 kg per sqm.)
226.7
11
2702
... More
Bituminous Concrete Providing and laying bituminous concrete with Hot Mix Plant using crushed aggregates (Pakur Variety), filler materials (Hydrated Lime ) and premixed with bituminous binder (Bulk, VG-30) of specified grading @ 5.40% (min) for Grade - 2, as per table 500-17 and mix design done as per table 500-10 and Job Mix Formula as per Cl. 505.3.3, including screening, cleaning of chips and preparing a uniform and quality mix, transporting the hot mix to work site, laying the mixed materials at specified laying temparature as specified in Table 500-2 with hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPa, to achieve the desired density as per clause 505.3.5, including cost and carriage of bitumen, crushed aggregates, filler materials and hire charges of machinery and equipment for construction and quality control, complete as per Clause 507 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Grading 1(19 mm nominal size, 50 mm thick.)
Using Batch Type HMP of minimum capacity 100-120 TPH.
(Before execution of BC, Mix design shall be approved by the EIC)
11.12
8505
94583
... More
Bituminous Concrete Providing and laying bituminous concrete with Hot Mix Plant using crushed aggregates (Pakur Variety), filler materials (Hydrated Lime ) and premixed with bituminous binder (Bulk, VG-30) of specified grading @ 5.40% (min) for Grade - 2, as per table 500-17 and mix design done as per table 500-10 and Job Mix Formula as per Cl. 505.3.3, including screening, cleaning of chips and preparing a uniform and quality mix, transporting the hot mix to work site, laying the mixed materials at specified laying temparature as specified in Table 500-2 with hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPa, to achieve the desired density as per clause 505.3.5, including cost and carriage of bitumen, crushed aggregates, filler materials and hire charges of machinery and equipment for construction and quality control, complete as per Clause 507 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Grading 2 (13.2 mm nominal size)
Using Batch Type HMP of minimum capacity 100-120 TPH.
(Before execution of BC, Mix design shall be approved by the EIC)
20.2
8599
173700
... More
Providing and laying of 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).
44.89
584
26216
... More
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). 90 cm equilateral triangle
2
4087
8174
... More
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 mm circular
2
3591
7182
... More
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). 80 mm x 60 mm rectangular
2
5049
10098
... More
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 upto 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)..
1.8
9053
16295
... More
Supplying & fixing of Raised Pavement Markers / Road Studs / 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 &Bridge 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.
42
255
10710
... More
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 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 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)..
160
2286
365760
... More
Providing, laying, spreading and compacting graded stone aggregate to water bound Macadams pecification 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).
By Jhama Metal
102
2143
218633
... More
SUB TOTAL
-
-
-
... More
GST @ 18% over Sl. No. 1 to 8
37072222
18
6673000
... More
Labour Welfare Cess @ 1% over Sl. No. 1 to 8
43745222
1
437452
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%