Ministry Of Road Transport And Highways Tender
View complete overview of Mizoram MORTH Tender
Costs
EMD
₹ 1,33,50,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Balance Work Widening To Two Laning. Realignment And Geometric Improvement From Km.11.000 To 114.618 Of Nh44a In The State Of Mizoram..
Description
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Contact
Tender Id
2023_MoRTH_773358_2Tender No
NIT NO.2/IFB/SDB/CE-HW/2023-24Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
Granular Sub-Base
By Mix in Place Method (Construction of granular sub-base by providing the material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
i) for Grading-I material
21393.93
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-
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 carrage 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 achive the desired density).
21010.41
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-
Prime Coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)
iii) High Porosity
112500.63
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-
Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)
i) Normal Bituminous Surface
226706.94
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-
Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)
ii) Dry and Hungry Bituminous Surface
185689
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-
Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.)
iii) Granular Surface Treated with Primer
233848.87
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-
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 ,premixing 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 hydrostastic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achive the desired compaction as per MORTH specification Clause no 507 complete in all respects).
ii) for Grading II (19 mm nominal size)
7435.37
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-
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing with an average output of 75 tonnes per hour using crushed aggregates of specified grading,premix with bituminous binder @ 5.40 to 5.6% of mix and filler transporting the hot mix to work site laying with a hydrostastic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achive the desired compaction as per MORTH specification Clause no 509 complete in all respects).
Case-I: Using Bitumen 60/70 grade
ii) for Grading-II (13.20 mm nominal size)
14894.87
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-
Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller)
Case I: 19mm nominal chipping size
289207.52
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-
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 and backfilling with approved material).
I) Ordinary soil
A) Manual Means
i) upto 3 m depth
208.01
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-
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 and backfilling with approved material).
I. Ordinary soil
B) Mechanical Means
i) depth upto 3m
3900.81
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-
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 and backfilling with approved material).
II) Ordinary rock (not requiring blasting)
B) Mechanical Means
63.02
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-
Plain/ Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A) PCC Grade M15
166.72
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-
Stone masonry work in cement mortar in foundation complete as drawing and Technical Specification
a) Square Rubble Coursed rubble masonry( first sort ) in cement mortar 1:3
1973.03
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-
Stone masonry work in cement mortar for substructure complete as per drawing and Technical Specifications.
A) Random Rubble Masonry in cement mortar 1:3
3.04
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Stone masonry work in cement mortar for substructure complete as per drawing and Technical Specifications.
B) Coursed rubble masonry (first sort ) in cement mortar 1:3
27.84
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-
Back filling behind abutment,wing wall and return wall complete as per drawing and Technical Specification.
A) Granular material
6806.19
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Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 Kg per 10 sqm having minimun tensile strength of 300 Mpa conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.
4020
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-
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).
278.09
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
B) PCC Grade M20
0.47
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
F) RCC Grade M25
p) Height upto 5m
Case I : Using concrete Mixer
42.24
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-
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications.
4.65
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-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.
B) RCC Grade M25
Case-I : Using Concrete Mixer
i) For solid slab super-structure
p) Height upto 5m
85.8
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-
Laying Reinforced Cement Concrete Pipe NP 3 /prestressed concrete pipe on first class bedding in single row (Laying Reinforced cement concrete pipe NP3 /prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).
B) 1200 mm dia.
75
-
-
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications.
187.38
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-
Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirement laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600mm 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 techinical specification.
294.41
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-
Sand filling in Foundation Trenches as per drawing and technical specification.
150.38
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-
Levelling course of pile cap PCC M15
31.38
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification.
D) RCC Grade M35
Case I: Using concrete mixer
658.95
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
A) PCC Grade M15
p) Height upto 5m
37.18
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-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
B) PCC Grade M20
p) Height upto 5m
0.41
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-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
G) RCC Grade M30
q) Height 5m to 10m
Case-I : Using concrete Mixer
458.51
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-
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
53.37
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-
Providing weep holes in brick masonary/plain/reinforced concrete Abutment wing wall/return wall, with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force complete as per drawing and technical specifications
150
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-
Supplying, Transporting and Erecting a POT Type Bearing including all fittings.
22
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-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. D) RCC/PSC Grade M35
Case-I : Using Concrete Mixer
i) For solid slab super-structure
r) Height above 10m
349.34
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-
Supplying, fabricating and Erecting the fabricated Steel Built-up Girder bridge super structure with Arch segments, long Girder, Cross Girder and stringer with nuts and bolts complete with all necessary stagging and struting as per approved drawing with two coats of Zinc chromate primer complete as per technical specification and also as specified in IRC code of practiceand as directed by the Engineer in charge.
462.28
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-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
21.86
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-
Mastic Asphalt (Providing and laying 12 mm 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 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)
891.44
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Drainage Spouts complete as per drawing and Technical specification.
24
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-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.
13.55
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
52.29
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-
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 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.)
117
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-
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence 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.
200.08
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-
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.
434
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-
Retro-reflectorised traffic signs (Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to a ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm below ground level as per approved drawing)
i) 90cm equilateral triangle
430
-
-
Retro-reflectorised traffic signs (Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to a ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm below ground level as per approved drawing)
ii) 60cm equilateral triangle
42
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-
Retro-reflectorised traffic signs (Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to a ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm below ground level as per approved drawing)
iii) 60cm circular
50
-
-
Retro-reflectorised traffic signs (Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to a ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm below ground level as per approved drawing)
iv) 80mmx60mm rectangle
40
-
-
Retro-reflectorised traffic signs (Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to a ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm below ground level as per approved drawing)
v) 60cmx45cm rectangle
57
-
-
Retro-reflectorised traffic signs (Providing and fixing of Retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting,1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to a ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm below ground level as per approved drawing)
vi) 60cmx60cm Square
54
-
-
Direction and Place Identification signs upto 0.9 sqm size board (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective 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)
21
-
-
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 ).
i) Over 10 cm in width
24582.5
-
-
Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
i) 5th kilometre stone (precast)
19
-
-
Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
ii) Ordinary Kilometer stone (Precast)
79
-
-
Road Delineators (Supplying and installation of delineators(roadway indicators, hazard markers, object makers),80cm to 100cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia circular reflectorised panels at the top buried or pressed into the ground and confirmed to IRC-79 and the drawings)
46
-
-
Boundary pillar (RCC M15 grade boundary pillars of standard designs per IRC 25-1967 ,fixed in position including finishing and lettering but excluding painting).
500
-
-
Type-A,"W" :metal beam crash barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail,70cm above road/ground level, fixed on ISMC series channel vertical post,150x75x5mm spaced 2m c/c 1.8m high1.1 m below ground /road level all steel parts and fitments to be galvanised by hot dip process all fittings to confirm to IS 1367 and IS 1364,metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm,330mm long complete as per clause 810)
2580
-
-
Clearing road side vegetation, brush wood mooli bamboos, overgrown grass including removal etc. along existing road side, and disposal of the cut bushes down hill side of the road formation. This jungle clearance should includes minimum height of Clearance of 4.5m from top of pavement on uphill side of the road including road shoulder and all the bushes on the shoulder and down hill side of the road.
C) MDRs, SHs, NHs etc
196.72
-
-
Lined Side Drain (Construction of lined side drain with PCC Grade M15 in open foundation complete as per Drawing and Technical specification).
9050
-
-
Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)
98360
-
-
Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a Excavator / Back Hoe and disposal of the same on the valley side).
194689.19
-
-
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