Ministry Of Road Transport And Highways Tender
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Costs
EMD
₹ 53,77,000Document Cost
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Summary
Tender for High Level Bridge
Description
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Contact
Tender Id
2019_MoRTH_486855_1Bid Award Id
ViewTender No
RCD/Dhanbad/919 (3RD Call)/2018-19Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) PCC M10
130
-
-
Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (With Batching Plant, Transit Mixer and Concrete Pump)
RCC Grade M35
1544
-
-
Provinding and constructing temporary island 17 m diameter for construction of well foundation for 9.00 m dia. Well with all contractor's Labour, tools & plants material fuels, consumables, machinery, loading, unloading, leads & lift complete in all respect as a complete job as per Drawings, approved specifications & as directed by Engineer.
Assuming depth of water 1.0 m and height of island to be 1.25m including Royalty for earth @ Rs. 3768.00 for each island.
3
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-
Providing and constructing one span service road to reach island location from one pier location to another pier location including Royalty for earth @ Rs. 225.00 per m for service Road.
52
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-
Providing and laying cutting edge of mild steel for well foundation complete well with all contractor,s labour, plants, material, fuels, consumables, machinery, loading, unloading, leads & lift complete in all respect as a complete job as per Drawings, approved specifications & as directed by Engineer.
43
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-
Reinforced cement concrete, in well foundation complete as per drawing and technical specification.(With Batching Plant, Transit Mixer and Concrete Pump)
Well curb RCC M35 Grade
779
-
-
Reinforced cement concrete, in well foundation complete as per drawing and technical specification.(With Batching Plant, Transit Mixer and Concrete Pump)
Well steining RCC M35 Grade
5584
-
-
Plain cement concrete, in well foundation complete as per drawing and technical specification.(With Batching Plant, Transit Mixer and Concrete Pump)
Bottom Plug PCC Grade M25
1278
-
-
Plain cement concrete, in well foundation complete as per drawing and technical specification.(With Batching Plant, Transit Mixer and Concrete Pump)
Intermediate plug Grade M25 PCC
79
-
-
Reinforced cement concrete, in well foundation complete as per drawing and technical specification.(With Batching Plant, Transit Mixer and Concrete Pump)
Well Cap RCC M35 Grade
979
-
-
Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
Sandy soil Depth below bed level upto 3.0 M
15
-
-
Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
Sandy soil Beyond 3m upto 10m depth
34
-
-
Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
Sandy soil Beyond 10m upto 20m
Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter
25
-
-
Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
Sandy soil Beyond 20m upto 30 m depth
Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter
1
-
-
Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
Clayey soil ( 9m dia. Well )
Beyond 3m upto 10m depth
13
-
-
Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
Clayey soil ( 9m dia. Well )
Beyond 10 m upto 20 m
Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter
14
-
-
Sinking of 9 m external dia. Well (other than pneumatic method of sinking) through all types of strata including soft rock as shown against each case with all contractor's Labour, tools & plants material fuels, consumables, machinery, loading, unloading, leads & lift complete in all respect as a complete job as per Drawings, approved specifications & as directed by Engineer. depth of sinking is reckoned from bed level
Soft Rock (9 m Dia. Well) beyond 10 m upto 20 m depth
30
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-
Sinking of 9 m external dia. Well (other than pneumatic method of sinking) through all types of strata including soft rock as shown against each case with all contractor's Labour, tools & plants material fuels, consumables, machinery, loading, unloading, leads & lift complete in all respect as a complete job as per Drawings, approved specifications & as directed by Engineer. depth of sinking is reckoned from bed level
Soft Rock (9 m Dia. Well) beyond 20 m upto 30 m depth
4
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-
Sand filling in wells complete as per drawing and technical specifications
970
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-
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
200
-
-
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
501
-
-
Supplying & filling of clean water (potable water having ph value not less than 6) arranged from outside in well foundation complete with all contractor's Labour, tools & plants material fuels, consumables, machinery, loading, unloading, leads & lift complete in all respect as a complete job as per Drawings, approved specifications & as directed by Engineer.
1506
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-
Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (With Batching Plant, Transit Mixer and Concrete Pump)
RCC Grade M35
Height 5m to 10m
363
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-
Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (With Batching Plant, Transit Mixer and Concrete Pump)
RCC Grade M35
Height above 10m
2966
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
433
-
-
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
27500
-
-
Supplying, fitting & fixing in position true to line and level POT bearing consisting of a metel piston support by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC:83 Part-I & II respectively and other part conforming to BS:5400, complete with all contractor's Labour, tools & plants material fuels, consumables, machinery, loading, unloading, leads & lift complete in all respect as a complete job as per Drawings, approved specifications & as directed by Engineer.
5500
-
-
SUPERSTRUCTURE INCLUDING APPROACHES
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
Ordinary soil by Mechanical Means (Depth upto 3 m)
1356
-
-
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
Rolling with vibratory roller
2119
-
-
Granular Sub-base with Close Graded Material (Table:- 400-1). Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) for grading- I Material
2119
-
-
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
With Vibratory Roller
1271
-
-
Tack coat
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
8990
-
-
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.)
for Grading I ( 40 mm nominal size )
488
-
-
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects)
for Grading-I ( 13 mm nominal size )
437
-
-
Providing and laying 25mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 cum per 10 Sqm and at an approximate spacing of 10cm centre to centre in both direction, pressed into surface when the temperature of surfaces not less than 100 deg. C, protuding 1mm to 4mm over mastic surface, all contractor's Labour, tools & plants material fuels, consumables, machinery, loading, unloading, leads & lift complete in all respect as a complete job as per Drawings, approved specifications & as directed by Engineer.
5909
-
-
Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earthfill with granular material which is to be retained by the wall.) Assembling, joining and laying of reinforcing elements.
With reinforcing element of steel / Aluminium strips / polymeric strips. 1.Galvanised carbon steel strips
28512
-
-
Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earthfill with granular material which is to be retained by the wall.) Assembling, joining and laying of reinforcing elements.
With reinforcing elements of synthetic geogrids Facing elements of RCC
2631
-
-
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )
Over 10 cm in width
322
-
-
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
2911
-
-
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade 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, all as specified)
M 20 grade concrete
1713
-
-
Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)
594
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
1162
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.
PSC Grade M-45 For cast-in-situ box girder, segmental construction and balanced cantilever, 36-56% of cost of concrete.
Height above 10m
6188
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1552
-
-
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
267
-
-
Drainage Spouts complete as per drawing and Technical specification
198
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
10
-
-
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
26
-
-
Elastomeric Slab Steel Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 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 and clause 2606 of MoRTH specifications for road & bridge works.)
178
-
-
Reinforced cement concrete of grade M35 in well along the crash barrier with all contractor's Labour, tools & plants material fuels, consumables, machinery, loading, unloading, leads & lift complete in all respect as a complete job as per Drawings, approved specifications & as directed by Engineer.
411
-
-
Supplying and filling granular fill as reinforced earth in the approaches with all contractor's Labour, tools & plants material fuels, consumables, machinery, loading, unloading, leads & lift complete in all respect as a complete job as per Drawings, approved specifications & as directed by Engineer.
10781
-
-
Supplying & laying 40mm thick chequered cement conctrete footpath tiles on a bed of 20 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) with all contractor's Labour, tools & plants material fuels, consumables, machinery, loading, unloading, leads & lift complete in all respect as a complete job as per Drawings, approved specifications & as directed by Engineer.
2570
-
-
Providing & laying 65mm dia. GI of grade B quality as railing on crash barrier with supports of mild steel including painting with aluminium paint with all contractor's Labour, tools & plants material fuels, consumables, machinery, loading, unloading, leads & lift complete in all respect as a complete job as per Drawings, approved specifications & as directed by Engineer.
1714
-
-
Providing & laying 150 mm dia. GI pipe of grade B for carring utility pipes with two or more coats of anti corrosive bitumastic paints including painting with aluminium painwith all contractor's Labour, tools & plants material fuels, consumables, machinery, loading, unloading, leads & lift complete in all respect as a complete job as per Drawings, approved specifications & as directed by Engineer.
5140
-
-
100 mm diameter perforated NP2 (light duty) RCC pipes drain pipe wrapped with nonwoven geotextiles with all contractor's Labour, tools & plants material fuels, consumables, machinery, loading, unloading, leads & lift complete in all respect as a complete job as per Drawings, approved specifications & as directed by Engineer.
587
-
-
100 mm diameter NP2 (light duty) RCC pipes drainage pipe with all contractor's Labour, tools & plants material fuels, consumables, machinery, loading, unloading, leads & lift complete in all respect as a complete job as per Drawings, approved specifications & as directed by Engineer.
118
-
-
Add 12% GST (in Basic Rate must fill 0.12)
1
-
-
Add 1% Labour cess (in Basic Rate must fill 0.01)
1
-
-
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