Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date17 Jul 2023
Closing Date25 Aug 2023
Tender Amount₹ 23,09,48,567
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_WBPWD_547540_1Bid Award Id
ViewTender No
WBPWD/SE/NC/NIT_07/2023-24Tender 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
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 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).
Using Mix Design Concrete Grade M-35 Using Pakur Variety Course Aggregate, Cement OPC-53.
With Batching Plant, Transit Mixer and Crane/Concrete Pump.
Using Hydraulic Piling Rig, Pile Diameter - 1200 mm.
1204
14708678
12216.51
... 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.
6 mm thick casing, 1200 mm diameter pile.
61
3936989
64540.81
... 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.
M-15 Grade
Using concrete mixer.
Using Pakur Variety Stone Materials.
27
138126
5115.79
... More
Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification.
Using Cement OPC (53 Grade), Using Pakur Variety stone chips maximum nominal size of coarse aggregates 20 mm, RCC Grade M35
Using Batching Plant, Transit Mixer and Concrete Pump
612
3861035
6308.88
... More
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.
Using SAIL/TATA/RINL (Fe 500D, conforms to IS: 1786).
360.75
23272650
64511.85
... 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. (1 nos on Trial Pile and 1 nos on working Pile).
Testing load between 200 T and 250 T.
2
224000
112000
... 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 cutoff level including the cost of arranging the entire set-up, hire charges of all implements including at least two dial gauges, preparing the pile head ifnecessary, 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.
Test between two piles.
2
54800
27400
... 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.
North Zone
2
2322
1160.8
... More
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.
In ground floor including roof.
68.09
133190
1956
... 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.
Where staging is not required.
12
2568
214
... More
CONSTRUCTION OF SUB-STRUCTURE
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 Variety Stone Materials, cement OPC (53 Grade).
RCC Grade M35
Height upto 5m
With Batching Plant, Transit Mixer and Concrete Pump.
245.83
1613844
6564.88
... More
RCC Grade M40
Height upto 5m
Using Pakur Variety Stone Materials, cement OPC (53 Grade).
With Batching Plant, Transit Mixer and Concrete Pump.
21
142263
6774.44
... 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 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.
Using SAIL/TATA/RINL (Fe 500D, conforms to IS: 1786).
68.8
4447566
64644.85
... 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.
1160800
1160800
1
... 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.
48
5520
115
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
Sandy material
For 1 cum. Compacted volume using 1.20 cum. Of Fine Sand (dry loose volume).
104.02
103417
994.2
... More
Providing and laying of Filter media with brick aggregates 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. of filter media using 0.72 cum. of brick aggregate and 0.48 cum. of coarse sand (loose volume).
44.25
78799
1780.76
... More
CONSTRUCTION OF SUPER-STRUCTURE
Furnishing and Placing Reinforced / Pre-stressed 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.
RCC / PSC Grade M35
Using Batching Plant, Transit Mixer and Concrete Pump
For T-beam & slab,
Height upto 5m
Using Pakur Variety Stone Materials & Cement OPC (53 Grade).
620.73
4474768
7208.88
... 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.
M-35 Grade
Using Batching Plant, Transit Mixer and Concrete Pump
Using Pakur Variety Stone Materials & Cement OPC (53 Grade).
46.12
260157
5640.88
... More
M-30 Grade Using Batching Plant, Transit Mixer and Concrete Pump
Using Pakur Variety Stone Materials.
3.86
21136
5475.63
... More
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 rnm. 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 rnrn. leaving adequate space between vertical post for expansion, complete as per MoRT&H standard drawing no SD/202 and technical specifications.
Using Pakur Variety Stone Materials.
166.88
306225
1835
... More
Supplying, fitting and placing HYSD bar reinforcement in 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 and direction of Engineer-in-charge.
Using SAIL/TATA/RINL (Fe 500D, conforms to IS: 1786).
216
14161576
65562.85
... 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.
30
23490
783
... 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.
53.5
535000
10000
... More
Dense Bituminous Macadam
Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregate of specified grading, filler(Cement /hydrated lime / Rock dust) premixed with bituminous binder of approved grade @4.0% (min) for Grading -1 and 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 per clause 505.3.3 to Mirth (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 tock coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tire roller of 12 to 15 tonne weight with a tire pressure of at least 0.56 Map, to achieve the desired density as per clause 505.3.5, all including cost and carriage of bitumen, crushed aggregates, fiIIer materials and hire charges of machinery and equipment for construction and quality control complete as per Clause 505 of Specifications for Rood & Bridge Works of Mirth (5th Revision).
For Grading II (26.5 mm nominal size, 50 mm compacted thickness.)
Using Batch type HMP of minimum capacity 100-120 TPH.
Using Pakur Variety Stone Materials, hydrated lime powder & VG-30 (Bulk) Bitumen.
45.8
361019
7882.51
... More
Bituminous Concrete
Providing and laying bituminous concrete with Hot Mix Plant using crushed aggregates, filler materials (Cement /hydrated lime /Rock dust) and premixed with bituminous binder of specified grading @5.2% (min) for Gr.-1 & @5.4% (min) for Gr. -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 qualify mix, 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 tock coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tire roller of 12 to 15 tonne weight with a tire pressure at least 0.56 Map, 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 Mirth (5th Revision).
For Grading 2 (13.2 mm nominal size, 30 mm compacted thickness.)
Using Batch Type HMP of minimum capacity 100-120 TPH.
Using Pakur Variety Stone Materials, hydrated lime powder & VG-30 (Bulk) Bitumen.
27.48
238069
8663.37
... More
Supplying, fitting and fixing G.I. pipes of TATA make 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 as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately).
For Exposed Work
65 mm dia. medium quality
166.88
110975
665
... More
Reinforced Cement Concrete Crash Barrier ( For new Bridge construction)
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.
Using Pakur Variety Stone Materials, Cement OPC (53 Grade).
Using Batch type HMP of minimum capacity 100-120 TPH.
166.88
613256
3674.83
... More
Footpaths and Separators
Construction of footpath / separator by providing a 150 mm compacted granular sub base as per clause 401 followed by 25 mm thick cement concrete grade (1:2:4), over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel and as per clause 410 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
95
137940
1452
... More
Supplying, fitting and fixing G.I. pipes of TATA make 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 as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately).
For Exposed Work
150 mm dia G.I.. medium quality
333.76
514992
1543
... More
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 Cement concrete pavement
Using Bitumen emulsion RS-1 Grade (Packed) at the rate of 0.325 kg per sqm.)
27.48
337
12.26
... More
Applying Exterior grade Acrylic primer of approved quality and brand
on plastered or cencrete surface old or new surface to receive
decorative textured (matt finish) or smooth finish acrylic exterior
emulsion paint including scraping and preparing the surface throughly,
complete as per manufacturer's specification and as per direction of the EIC.
Two Coats
491.98
22188
45.1
... More
Protective and Decorative Acrylic exterior emulsion paint of approved
quality, as per manufacturer's specification and as per direction of
Engineer-in-Charge to be applied over acrylic primer as required. The
rate includes cost of material, labour, scaffolding and all incidental
charges but excluding the cost of primer.
Two Coats
Premium 100% Acrylic Emulsion
491.98
41326
84
... 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.
M-15 Grade
Using Concrete Mixer.
Using Pakur Variety Stone Materials.
10.05
51414
5115.79
... More
CONSTRUCTION OF HIGHWAY SAFETY ORNAMENTS
Retro-Reflectorised Traffic Signs
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 aluminum 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
4
16248
4062.04
... More
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.
4
1544
386
... 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.
180
45900
255
... More
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 ofthe 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 mending good 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 includingloading into the truck and unloading at site complete in all respect.
With Pakur variety stone chips.
104
71686
689.29
... More
ABUTMENT PROTECTION & LAUNCHING APRON WORKS
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 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
In Ordinary Soil.
2366.08
202536
85.6
... 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.
Stone/Boulder (Pakur Variety)
For 1 cum. Volume using 1 cum. boulder (30/40 kg. & 0.20 cum. stone spalls.
697.17
1763171
2529.04
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
For 1 cum. Volume using 0.72 cum. Brick aggregate & 0.48 cum. Coarse sand (loose volume).
179.59
347643
1935.76
... More
Turfing with Sods
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Clause 307 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
280.8
4830
17.2
... More
BRIDGE PROPER AT D/S SIDE
CONSTRUCTION OF FOUNDATION
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, 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
-
-
-
... More
With pumping out water including shoring as required.
15
1860
124
... More
Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials.
For average depth above 75 mm but not exceeding 150 mm by manual means:
Stone-metal surface.
430
10965
25.5
... 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 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).
Using Mix Design Concrete Grade M-35 Using Pakur Variety Course Aggregate, Cement OPC-53.
With Batching Plant, Transit Mixer and Crane/Concrete Pump.
Using Hydraulic Piling Rig, Pile Diameter - 1200 mm.
1204
14708678
12216.51
... 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.
6 mm thick casing, 1200 mm diameter pile.
61
3936989
64540.81
... 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.
M-15 Grade
Using concrete mixer.
Using Pakur Variety Stone Materials.
27
138126
5115.79
... More
Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification.
Using Cement OPC (53 Grade), Using Pakur Variety stone chips maximum nominal size of coarse aggregates 20 mm, RCC Grade M35
Using Batching Plant, Transit Mixer and Concrete Pump
612
3861035
6308.88
... More
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.
Using SAIL/TATA/RINL (Fe 500D, conforms to IS: 1786).
360.75
23272650
64511.85
... 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. (1 nos on Trial Pile and 1 nos on working Pile).
Testing load between 200 T and 250 T.
2
224000
112000
... 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 cutoff level including the cost of arranging the entire set-up, hire charges of all implements including at least two dial gauges, preparing the pile head ifnecessary, 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.
Test between two piles.
2
54800
27400
... 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.
North Zone
2
2322
1160.8
... More
Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.
In ground floor including roof.
68.09
133190
1956
... 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.
Where staging is not required.
12
2568
214
... More
CONSTRUCTION OF SUB-STRUCTURE
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 Variety Stone Materials, cement OPC (53 Grade).
RCC Grade M35
Height upto 5m
With Batching Plant, Transit Mixer and Concrete Pump.
187.36
1229996
6564.88
... More
RCC Grade M35
Height 5m to 10m
Using Pakur Variety Stone Materials, cement OPC (53 Grade).
With Batching Plant, Transit Mixer and Concrete Pump.
58.47
390748
6682.88
... More
RCC Grade M40
Height upto 5m
Using Pakur Variety Stone Materials, cement OPC (53 Grade).
With Batching Plant, Transit Mixer and Concrete Pump.
7.12
48234
6774.44
... More
RCC Grade M40
Height 5m to 10m
Using Pakur Variety Stone Materials, cement OPC (53 Grade).
With Batching Plant, Transit Mixer and Concrete Pump.
13.87
95667
6897.44
... 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 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.
Using SAIL/TATA/RINL (Fe 500D, conforms to IS: 1786).
68.8
4447566
64644.85
... 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.
1160800
1160800
1
... 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.
48
5520
115
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
Sandy material
For 1 cum. Compacted volume using 1.20 cum. Of Fine Sand (dry loose volume).
104.02
103417
994.2
... More
Providing and laying of Filter media with brick aggregates 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. of filter media using 0.72 cum. of brick aggregate and 0.48 cum. of coarse sand (loose volume).
44.25
78799
1780.76
... More
CONSTRUCTION OF SUPER-STRUCTURE
Furnishing and Placing Reinforced / Pre-stressed 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.
RCC / PSC Grade M35
Using Batching Plant, Transit Mixer and Concrete Pump
For T-beam & slab,
Height upto 5m
Using Pakur Variety Stone Materials & Cement OPC (53 Grade).
620.73
4474768
7208.88
... 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.
M-35 Grade
Using Batching Plant, Transit Mixer and Concrete Pump
Using Pakur Variety Stone Materials & Cement OPC (53 Grade).
46.12
260157
5640.88
... More
M-30 Grade Using Batching Plant, Transit Mixer and Concrete Pump
Using Pakur Variety Stone Materials.
3.86
21136
5475.63
... More
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 rnm. 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 rnrn. leaving adequate space between vertical post for expansion, complete as per MoRT&H standard drawing no SD/202 and technical specifications.
Using Pakur Variety Stone Materials.
166.88
306225
1835
... More
Supplying, fitting and placing HYSD bar reinforcement in 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 and direction of Engineer-in-charge.
Using SAIL/TATA/RINL (Fe 500D, conforms to IS: 1786).
216
14161576
65562.85
... 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.
30
23490
783
... 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.
53.5
535000
10000
... More
Dense Bituminous Macadam
Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregate of specified grading, filler(Cement /hydrated lime / Rock dust) premixed with bituminous binder of approved grade @4.0% (min) for Grading -1 and 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 per clause 505.3.3 to Mirth (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 tock coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tire roller of 12 to 15 tonne weight with a tire pressure of at least 0.56 Map, to achieve the desired density as per clause 505.3.5, all including cost and carriage of bitumen, crushed aggregates, fiIIer materials and hire charges of machinery and equipment for construction and quality control complete as per Clause 505 of Specifications for Rood & Bridge Works of Mirth (5th Revision).
For Grading II (26.5 mm nominal size, 50 mm compacted thickness.)
Using Batch type HMP of minimum capacity 100-120 TPH.
Using Pakur Variety Stone Materials, hydrated lime powder & VG-30 (Bulk) Bitumen.
45.8
361019
7882.51
... More
Bituminous Concrete
Providing and laying bituminous concrete with Hot Mix Plant using crushed aggregates, filler materials (Cement /hydrated lime /Rock dust) and premixed with bituminous binder of specified grading @5.2% (min) for Gr.-1 & @5.4% (min) for Gr. -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 qualify mix, 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 tock coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tire roller of 12 to 15 tonne weight with a tire pressure at least 0.56 Map, 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 Mirth (5th Revision).
For Grading 2 (13.2 mm nominal size, 30 mm compacted thickness.)
Using Batch Type HMP of minimum capacity 100-120 TPH.
Using Pakur Variety Stone Materials, hydrated lime powder & VG-30 (Bulk) Bitumen.
27.48
238069
8663.37
... More
Supplying, fitting and fixing G.I. pipes of TATA make 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 as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately).
For Exposed Work
65 mm dia. medium quality
166.88
110975
665
... More
Reinforced Cement Concrete Crash Barrier ( For new Bridge construction)
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.
Using Pakur Variety Stone Materials, Cement OPC (53 Grade).
Using Batch type HMP of minimum capacity 100-120 TPH.
166.88
613256
3674.83
... More
Footpaths and Separators
Construction of footpath / separator by providing a 150 mm compacted granular sub base as per clause 401 followed by 25 mm thick cement concrete grade (1:2:4), over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel and as per clause 410 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
95
137940
1452
... More
Supplying, fitting and fixing G.I. pipes of TATA make 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 as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately).
For Exposed Work
150 mm dia G.I.. medium quality
333.76
514992
1543
... More
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 Cement concrete pavement
Using Bitumen emulsion RS-1 Grade (Packed) at the rate of 0.325 kg per sqm.)
27.48
337
12.26
... More
Applying Exterior grade Acrylic primer of approved quality and brand
on plastered or cencrete surface old or new surface to receive
decorative textured (matt finish) or smooth finish acrylic exterior
emulsion paint including scraping and preparing the surface throughly,
complete as per manufacturer's specification and as per direction of the EIC.
Two Coats
491.98
22188
45.1
... More
Protective and Decorative Acrylic exterior emulsion paint of approved
quality, as per manufacturer's specification and as per direction of
Engineer-in-Charge to be applied over acrylic primer as required. The
rate includes cost of material, labour, scaffolding and all incidental
charges but excluding the cost of primer.
Two Coats
Premium 100% Acrylic Emulsion
491.98
41326
84
... 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.
M-15 Grade
Using Concrete Mixer.
Using Pakur Variety Stone Materials.
10.05
51414
5115.79
... More
CONSTRUCTION OF HIGHWAY SAFETY ORNAMENTS
Retro-Reflectorised Traffic Signs
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 aluminum 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
4
16248
4062.04
... More
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.
4
1544
386
... 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.
180
45900
255
... More
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 ofthe 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 mending good 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 includingloading into the truck and unloading at site complete in all respect.
With Pakur variety stone chips.
104
71686
689.29
... More
ABUTMENT PROTECTION & LAUNCHING APRON WORKS
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 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
In Ordinary Soil.
2366.08
202536
85.6
... 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.
Stone/Boulder (Pakur Variety)
For 1 cum. Volume using 1 cum. boulder (30/40 kg. & 0.20 cum. stone spalls.
697.17
1763171
2529.04
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
For 1 cum. Volume using 0.72 cum. Brick aggregate & 0.48 cum. Coarse sand (loose volume).
179.59
347643
1935.76
... More
Turfing with Sods
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Clause 307 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
280.8
4830
17.2
... More
ROAD WORK
Granular Sub-Base with Graded Material (Table:-400-1)
Construction of granular Sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carraige of mix matarial to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory Roller to achive 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 Spefication for Road & Bridge Works of MoRT&H (5th Revision).
Plant Mix Method
Using Pakur variety Stone aggregates & medium sand.
Granular Sub base Grading - IV
636.3
1481701
2328.62
... More
Plant Mix Method
Granular Sub base Grading - VI
Using Pakur variety Stone aggregates & medium sand.
636.3
1369973
2153.03
... 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).
Using Pakur Variety Stone Aggregates.
1060.5
2787503
2628.48
... 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 of road surface and spraying primer using Mechanical means including cost and carraige of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specification for Roads & Bridge Works of MoRT&H (5th Revision).
Using Bitumen emulsion SS-1 grade (Packed) at the rate of 0.85 kg per sqm.
4242
144652
34.1
... More
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-1 Grade (Packed) at the rate of 0.25 kg per sqm.)
4242
41275
9.73
... More
Dense Bituminous Macadam
Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregate of specified grading, filler(Cement /hydrated lime / Rock dust) premixed with bituminous binder of approved grade @4.0% (min) for Grading -1 and 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 per clause 505.3.3 to Mirth (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 tock coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tire roller of 12 to 15 tonne weight with a tire pressure of at least 0.56 Map, to achieve the desired density as per clause 505.3.5, all including cost and carriage of bitumen, crushed aggregates, fiIIer materials and hire charges of machinery and equipment for construction and quality control complete as per Clause 505 of Specifications for Rood & Bridge Works of Mirth (5th Revision).
For Grading II (26.5 mm nominal size, 50 mm compacted thickness.)
Using Batch type HMP of minimum capacity 100-120 TPH.
Using Pakur Variety Stone Materials, hydrated lime powder & VG-30 (Bulk) Bitumen.
352.1
2775432
7882.51
... More
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 3000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD.
(Borrow pit /pre work post work measurement)
Carriage up to total lead of 3.0 km.
Land arranged by the contractor.
56495.7
14745378
261
... More
Road Marking with Hot Applied thermoplastic Compound with Reflectorising Glass Bean Bituminous Surface Providing 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).
270
157680
584
... More
Supplying & fixing of Raised Pavement Markers /Road Studs / Cats Eye made of polycarbonatemoulded 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
1200
306000
255
... More
Bituminous Concrete
Providing and laying bituminous concrete with Hot Mix Plant using crushed aggregates, filler materials (Cement /hydrated lime /Rock dust) and premixed with bituminous binder of specified grading @5.2% (min) for Gr.-1 & @5.4% (min) for Gr. -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 qualify mix, 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 tock coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tire roller of 12 to 15 tonne weight with a tire pressure at least 0.56 Map, 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 Mirth (5th Revision).
For Grading 2 (13.2 mm nominal size, 30 mm compacted thickness.)
Using Batch Type HMP of minimum capacity 100-120 TPH.
Using Pakur Variety Stone Materials, hydrated lime powder & VG-30 (Bulk) Bitumen.
127.26
1102500
8663.37
... More
Turfing with grass sods 50 mm to 80 mm thick (Turf to be arranged by the contractor at no extra cost) including watering and maintaining till the grass is fully grown.
4320
74304
17.2
... 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.
Where staging is not required.
640.8
137131
214
... 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, 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 Without pumping out water and shoring.
930
106020
114
... 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.
M-15 Grade
Using Concrete Mixer.
Using Pakur Variety Stone Materials.
449.4
2299036
5115.79
... 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.
Using pakur variety boulder.
1800
3474648
1930.36
... 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.)
7020
1411020
201
... More
Supplying for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including without rolling but including ramming and preparing the bed to proper level and filling up all joints with sandy clay or earth.(Rate inclusive labour with material).
Using pakur variety boulder.
2364
840497
355.54
... More
Type - B, "THRIE" : Metal Beam Crash Barrier
Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per Clause 811.3 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)
900
2592900
2881
... More
Retro-Reflectorised Traffic Signs
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
48
126098
2627.04
... More
60 cm circular
24
85585
3566.04
... More
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).
18
162505
9028.04
... More
DISMANTLING 0F EXISTING RCC BRIDGE
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 Mechanical Means
Cement Concrete
1723.7
810139
470
... More
Reinforced Cement Concrete
300.7
232441
773
... 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
33.9
42070
1241
... More
Add GST @ 18 %
18
34880636
193781312
... More
Add Labour Welfare Cess @ 1%
1
2286619
228661948
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