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 Date20 Nov 2024
Closing Date2 Jan 2025
Tender Amount₹ 4,50,59,000
Costs
EMD
₹ 9,01,500Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MoRTH_835578_1Tender No
106/CE/NH/TC/44-41/2024Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
Depth 3 m to 6 m
631.88
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13 13.07 A Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
A:-PCC Grade M15
Case-II :- With Batching Plant, Transit Mixer and Manual placing
46.82
-
-
13 13.07 H Case-I With Batching Plant, Transit Mixer and Concrete Pump
H:- RCC Grade M35
Case-I :-With Batching Plant, Transit Mixer and Concrete Pump.
575.84
-
-
13 13.43 Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
57.58
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-
13 13.44 Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-1983 and section 2400 of specifications.
(i) Upto 1.0 m below bed level
2
-
-
(ii) Beyond 1.0 m upto 5.0 m depth
8
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-
(iii)Beyond 5.0 m depth
12
-
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Sub Structure
14 14.02 H (i) Plain/Reinforced cement concrete in sub structure complete as per rawing and technical specifications.
(i) :- Height upto 5m
With Batching Plant, Transit Mixer and Concrete Pump
219.52
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-
14 14.02 I (i) Plain/Reinforced cement concrete in sub structure complete as per rawing and technical specifications.
I :- RCC Grade M40
(i) :- Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump.
3.84
-
-
14 14.03 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
27.92
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-
14 14.14 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.
2904.95
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-
14 14.04 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 Technical specifications
86
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-
14 14.05 A Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A:- Granular material
377.39
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-
14 14.06 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.
117.68
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Super Structure
15 15.01 F (ii) (b) Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
(ii):- RCC/PSC Grade M-45
Using Batching Plant, Transit Mixer and Concrete Pump
(b) :-Height 5m to 10m
204.19
-
-
15 15.03 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
14.05
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-
15 15.01 E (ii) (b) Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.
E:- RCC/PSC Grade M-40
Using Batching Plant, Transit Mixer and Concrete Pump
(ii) :- For T-beam & slab
(b) :- Height 5m to 10m
119.84
-
-
15 15.02 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
48.91
-
-
15 15.21 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.)
32
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-
15 15.15 Crash Barriers (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-25 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)
74
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-
15 15.10 (i) PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
(i) :- With Batching Plant, Transit Mixer and Concrete Pump
16.8
-
-
15 15.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
33.6
-
-
15 15.17 (ii) Filler joint
(ii) :- Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
8
-
-
5 5.02 (iii) Tack coat (Providing and applying tack coat with bitumen emulsion RS-1, grade confirming to IS:8887 using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom) as per clause 503 & 112
(iii) :- on Cement concrete pavement @ 0.35 kg per sqm
FOR B.C
517.44
-
-
5 5.02 (i) Tack coat (Providing and applying tack coat with bitumen emulsion RS-1, grade confirming to IS:8887 using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom) as per clause 503 & 112
(i) :- on Bituminous surfaces @ 0.25 kg per sqm
FOR MASTIC ASHPHALT
517.44
-
-
5 5.26 (ammendment dt. 20/2/2023)(iii) Bituminous Concrete (Providing and laying bituminous concrete with minimum 100 -120 capacity Batch Type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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)
With sensor paver finisher
(iii) :- for Grading-II (13.2 mm nominal size) with bitumen minimum 6.0 %
Add extra to the rate of Bituminous Concrete with bitumen, if bitumen grade VG-40 is used instead of bitumen grade VG-30 in the Item above @4%
20.7
-
-
5 5.10 Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen VG-40 meeting the requirements given in table 500-39, 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 13.2 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 degree celcius, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 & 112)
517.44
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-
15 15.07 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
74
-
-
15 15.28 Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease,
efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
236.06
-
-
15 15.09 Drainage Spouts complete as per drawing and Technical specification
10
-
-
15 15.31 Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C.S.P.51)
77
-
-
Metal Beam Crash Barrier
8.22 811 A Type - A, "W" : Metal Beam Crash Barrier
(Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1m below ground/road level firmly fixed to the ground by means of foundation with M-15 grade cement concrete 30 x 30 x 110 cm, 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 aspacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
200
-
-
Protection Work
13 13.01 (I) (B) (i) 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 3 m
397.63
-
-
13 13.07 A Case-II Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
A:- PCC Grade M15
Case-II :-With Batching Plant, Transit Mixer and Manual placing
34.68
-
-
13 13.07 B Case-I Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
B:- PCC Grade M20
Case-I :-With Batching Plant, Transit Mixer and Concrete Pump
71.78
-
-
13 13.07 G Case-I Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
(Below Ground Level)
G:- RCC Grade M30
Case-I :-With Batching Plant, Transit Mixer and Concrete Pump
87.85
-
-
13 13.43 Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
8.79
-
-
14 14.02 G (i) Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specifications
(Above Ground Level)
G:- RCC Grade M30
(ii) :- Height 5m
With Batching Plant, Transit Mixer and Concrete Pump
30
-
-
14 14.03 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
2.4
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-
3 3.17 Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material / selected soil having effective CBR 5 ( unless specified otherwise in contract ) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) as per clause 305.
203.11
-
-
16 16.05 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
113.7
-
-
16 16.04 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
(A):- Stone/Boulder
170.54
-
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APPROACH WORK
3 3.17 Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material / selected soil having effective CBR 5 ( unless specified otherwise in contract ) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) as per clause 305
298.25
-
-
4 4.01 (v) Granular Sub-base with Close Graded Material (Table:- 400-1)
Plant Mix Method with Mechanically crushed stone only(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 ) (v)-for grading-V Materia
105
-
-
6 6.01 Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after
blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.), as per clause 601 & 112.
101.25
-
-
6 6.02 Cement Concrete Pavement (Construction of unreinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix
design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ), as per clause 602 & 112.
192
-
-
4 4.19 Granular Shoulders (Construction of granular shoulder at top 150mm of earthen shoulder shall be well graded mix of at least 30% of granular sub-base material of grading-III as per clause 401 and moorum/gravel or soil and combination having soaked CBR value of not less than 30%. The granular layer shall be compacted to at least 98% of mix dry density of material as determined as per IS:2720 (Part-B))
15
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-
DISMANTLING WORK
2 2.04 II (B) Dismantling of Structures (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)
II:- By Mechanical Means for items No. 2.04 (b) & ( c)
(B):- Prestressed / Reinforced cement concrete grade M-20 & above
257.87
-
-
2 2.04 III (iv) (A) Dismantling of Structures (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)
III:- By Mechanical Means for items No. 2.04 (iii)
(vii):- Scraping of Stone from dismantled stone masonry
(A):- In cement and lime mortar
845.25
-
-
DIVERSION WORK
3 3.17 Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material / selected soil having effective CBR 5 ( unless specified otherwise in contract ) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) as per clause 305.
5283
-
-
4 4.01 (v) Granular Sub-base with Close Graded Material (Table:- 400-1)
Plant Mix Method with Mechanically crushed stone only(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 )
(v)for grading-V Material
504
-
-
4 4.14 (B) Wet Mix Macadam / Interlocking layer layingWet Mix Macadam / Interlocking layer laying using by Grader (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.) as per clause 406.
330.75
-
-
5 5.01 (A) (i) Prime Coat over WMM/WBM (Providing and applying primer coat with bitumen emulsion or cutback bitumen on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per clause 502 & 112) (i):- with bitumen emulsion (SS-1, grade confirming to IS:8887) @0.85 kg/sqm
1470
-
-
5 5.02 (ii) Tack coat (Providing and applying tack coat with bitumen emulsion RS-1, grade confirming to IS:8887using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom) as per clause 503 & 112.
(ii):- on Granular surfaces treated with primer @ 0.30 kg per sqm
1470
-
-
10.27 amendment on date 05.08.2022
(ii) Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of 120 -200 TPH capacity . Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using viscocity grade bitumen VG-40 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller and finishing to required level and grade. ) as per clause 508 & 112.
(A) With Mechanical paver finisher
With Bitumen
(ii):- Type B (13.2 mm to 0.09 mm size aggregates)
1470
-
-
HUME PIPE CULVERT
9 9.01 (B) (i) 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.)
(B):- Mechanical Means
(i):- Depth upto 3 m
99.1
-
-
9 9.14 (A) Case-II Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
(A):- PCC Grade M15
Case-II:- With Batching Plant, Transit Mixer and Manual placing
5.52
-
-
9 9.14 (B) Case-II Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
(A):- PCC Grade M20
Case-II:- With Batching Plant, Transit Mixer and Manual placing
46.64
-
-
9 9.12 (B) Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/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
110
-
-
9 9.24 (A) Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
(A):- Granular material
310.37
-
-
9 9.29 Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.
59.7
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-
9 9.28 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed and as per clause 2504.
6.95
-
-
9 9.27 Providing and laying Pitching Stone/Boulder 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 as per clause 2504.
24.1
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