Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date23 Oct 2024
Closing Date7 Nov 2024
Tender Amount₹ 3,02,00,000
Costs
EMD
₹ 3,02,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MoRTH_832000_1Bid Award Id
ViewTender No
12 of 2024-2025Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
BOQ Items
Laying Reinforced Cement Concrete pipe NP4/prestressed concrete pipe on first class bedding in single row.(Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of ganular material in single row including fixing collar with cement mortat 1:2 but excluding excavation, protection works,backfilling, concrete and masonary works in head walls and parapets.) 900mm dia
90
5692
512280
Construction of embankment with material obtained from borrow pits (Construction of embankment with approved material from the borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
1106.59
185
204940.47
Plain /Reinforced cement concrete in sub-structure complete as per drwaing and technical specification. (E(p))RCC Grade M20 upto 5m height
223.05
4057
904978.53
Supplying, Fitting and placing un-coated TMT Bar Fe-550D Reinforcement in Foundation complete as per drawing and technical specifications
194.81
85852
16724976.18
Construction of sub-grade (Construction of subgrade 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)
396
190
75240
Granular sub base with Close Graded Material (Table-400-1)( 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 (Grading-I Material))
380.85
1019
388086.15
Wet Mix Macadam 250 mm Av. thick 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.
156.37
1535
240027.95
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.9 to 1.20 kg/sqm using mechanical means.
973
56
54916.12
Providing and laying bituminous macadam with 100-120 TPH /Drum mix Plant 60 to 90 TPH capacityhot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with VG 30 bituminous binder @ 3.4 per cent by weight of total mix, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction as per MoRTH specification clause No. 504 complete in all respects. (b) Laying the mixed materials by the contractor’s machinary
107.03
3350
358550.5
Open Grade Premix surfacing (Providing, laying and rolloing of the open - graded premix surfaceing of 20mm thickness composed of 13.2mm to 5.56mmaggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant HMO, laying and rolling with a smooth wheeled roller 8-10 tonnes capacity, finished to required level and grades)
973
115
112819.35
Direction and Place indentification signs upto 0.9sqm size board ( Providing and erecting direction and place identificationretro reflectorised sign as per IRC:67 made of encapsulated lens type relfective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9sqm 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 60cm, 60cm below ground level as per approved drwaing.
12.5
10834
135425
Safety Devices and signs in construction zones (Provision and fixing of traffic signs for limited period at suitable location in construction zone comprising of warning zone, approach transition zone,working zone and terminal transition zone with a minimum distance of 60cm from the edge of the kerb in case of kerbed roads and 2 to 3m from edge of thecarriageway in ace of kerbed road, the bottom edge of the lowest sigh plate to be not less than 2m above the road level, fixed on 60mm x 60mm x 6mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001)
iii) 75cm Equilateral triangle
16
3995
63928
vii)75cm Circular
16
5676
90816
xii) 60cm x 45cm rectangular
32
4220
135040
Portable Barricade in Construction zone ( Installation of a steel portable barricade with horizonatl rail 300mm wide, 2.5m in length fitted on a ''A'' frame made with 45 x 45 x 5 mm angle iron section, 1.5m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150mm in width at an angle of 45, ''A'' frame painted with 2 coats of yellow painted, complete as per IRC:SP:55-2001
8
3005
24040
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
385.5
3434
1323807
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
46.2
427
19727.4
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, 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 metres. By mechancal Means
(A) Conrete, Super structure
176.47
839
148197.74
(A) Conrete, Head wall
18.9
749
14156.1
(B) SSM
565.54
410
231871.4
Dismantling of Flexible pavement (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000m, stacking serviceable and unserviceable materials separately)
262.44
817
214426.6
Excavation for Structures (Earth work in excavation of foundation of structures as 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) Ordinary Soil Mechanical Means Depth upto 3m.
1718.06
79
137358.9
Plain/ Reinforced cement concrete in open foundation complete as per drawing and technical specifications
PCC Grade M15
286
3618
1034765.16
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification.Height upto 5m With batching plant, transit mixer and concrete pump Providing and laying M-30 grade Reinforced Cement Concrete Cast-in-situ Box Culvert, Wing Wall, Return Wall, Kerb with 20mm down graded crushed stone aggregates all labour, materials, machinery, (excluding reinforcement), shuttering and supporting arrangements, transporting concrete from batching plant by transit mixer, placing it in position, compacting properly with needle vibrator, moist curing for 14 days, all leads and lifts, etc. complete as per drawing , Technical Specification Clause 809and Section 1500,1700,2100 and as directed by the Engineer
1008.83
4818
4861531.59
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
With batching plant, Transit mixer and Manual placing.
37.8
4289
162124.2
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
Cement concrete M30
75.6
6145
464562
Drainange spouts complete as per drawing and technical specification
Providing and laying 100 mm dia GI Drainage Spout complete true to line, level and orientation as per drawing, all labour, materials, machinery, all leads and lifts etc. complete as per drawing, Technical Specifications Clause 2705 and as directed by the Engineer.
15
1416
21240
Provision of an reinforced cement concrete crash barrier at the edge of the road, approaches to bridge strucutres and medians, constructed with M20 grade concrete with HYSD reinforcement confirming to IRC 21 and dowel bars 25 mm dia, 450mm long at expansion joint 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-D0 III dated 24 june 1994 as per dimensions in the approved drawing and at locations directed by the engineer, all as specified.
M30 grade concrete.
107.5
1361
146307.5
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 cum 529.00 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.
174.22
773
134686
Back filling behind Abutment, Wing wall, Retaining Wall and Return Wall complete as per drawing and technical specification
granular material
80.2
818
65650.92
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 foce. Complete as per. 'drawing and Technicalspecifications
120
156
18720
Providing and laying Flexible apron 1m thick comprising of loose stone boulders weighing not less than 40kg beyond curtain wall I) 750 thick Stone Apron & I) 750 thick Stone Apron.
425.41
1123
477735.43
Painting on concrete surface Providing and applyig 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, effloresence and applying paint at of 1 ltr for 2 sqm.
215
47
10105
Painting of two coats after filling the surface with synthetic enamel paint bridge number and span arrangements as per as directed by engineer.
4
153
612
Providing and laying pitching on slopes laid over prepared filter media inclufding boulder apron laid dry in front of toe of embankment complete as drawing and techincal specifications,
29.66
1041
30876.95
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 requiraments 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.)
516.75
388
200499
Providing and laying 90mm dia HDPE pipe kept at 300mm above the RCC decklevel as per specification and drawing and as directedby the engineer.
107.5
380
40850
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