Ministry Of Road Transport And Highways Tender
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Costs
EMD
₹ 32,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MoRTH_596523_1Bid Award Id
ViewTender No
NH C 05 2020 21Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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Filling foundation and plinth with coarsed river sand as per direction of department including cost, conveyance, royalty with all materials and labour as per clause 304.2 as per clause no. 304 3.7 of MoRT&H specification and direction of the Engineer-in-charge.
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-
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Km 222.000 to 223.000 Km
15.6
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440.06
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Km 223.800 to 224.000 Km
193.31
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440.06
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Plain cement concrete (1:3:6) nominal mix in foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days including cost of all materials, T&P, royalty and labour etc complete as per direction of the Engineer-in-charge.
101.4
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4215.62
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Construction of embankment with approved materials obtained from borrow pits with all lifts and lead transporting to site, spreading grading and compacting including cost of materials, labour, T&P etc. complete as per direction of the Engineer-in-charge.
1989.17
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124.83
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Providing Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete including cost conveyance taxes of all materials etc. complete as per direction of the Engineer-in-charge.
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-
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Km 222.000 to 223.000 Km
351
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2078.4
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Km 223.800 to 224.000 Km
64.8
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2078.4
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Grouting to aprons and revetments (23 cm deep) with cement mortor (1:4:8) using 25mm size broken granite including cost of all materials, labour, T&P etc complete as per direction of the Engineer-in-charge.
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-
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Km 222.000 to 223.000 Km
1170
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242.02
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Km 223.800 to 224.000 Km
216
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454.01
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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 brooms as per clause 504 of MoRT&H specification for Road and Bridge works (5th revision) as per direction of the Engineer-in-charge.
410.38
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7.34
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Providing and laying bituminious macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a paver finisher to the required grade level and alignment and rolling with smooth wheeled, vibratory and tandom rollers to achieve the desired compaction as per clause 504 of MoRT&H specifications for Road and Bridge works (5th revision) as per direction of the Engineer-in-charge.
5.12
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6187.51
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Providing and laying bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to worksite, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled, vibratory and tandum rollers to achieve the desired compaction as per clause 509 of MoRT&H specification for Road and Bridge works (5th revision) as per direction of the Engineer-in-charge.
9.24
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8040.05
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Plain cement concrete M-15 nominal mix in foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation with compacted by vibration including curing for 14 days cost of materials, T&P labour as per section 1000 and 2100 of MoRT&H specification and direction of the Engineer-in-charge.
93.63
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4941.79
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Providing and laying filter material underneath pitching in slopes, complete as per drawing and technical specification ISS 2504 specification and direction of the Engineer-in-charge.
64.8
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1594.34
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RCC M-20 having minimum compressive strength (in work test) 150 kg per cm2 in 15cm cubes at 28 days after mixing in test in accordance with IS456 and IS516 using 20mm and down graded HGCB chips including all costs and as per the direction of the Engineer-in-charge.
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Below bed level
9.21
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5591.34
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Above bed level
4.06
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10401.11
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Providing weep holes in masonary plain reinforced cement concrete abutment wing wall/return wall with 100mm dia AC pipe extending through the full width at the structure with slpe of IV 20 H towards drainage etc complete as per drawing and technical specification as per clause no. 2706 of MoRT&H specification and direction of the Engineer-in-charge.
16
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110.08
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Supplying fitting and placing uncoated HYSD bar reinforcement in foundation substructure and superstructure as per drawing including cost of materials, T&P, labour etc. complete as per direction of the Engineer-in-charge.
9.29
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6321.83
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Providing laying of filter media with granular materials/ stone crushed aggregates satisfying the requirement laid down in clause 2504.22 of MoRT&H specification to a thickness not less than 600 mm with small size towards the soil and bigger towards the wall and provided over the entire surface behind abutment wing walls returns walls to the full height compacted to a firm condition complete as per drawing and technical specification as per direction of the Engineer-in-charge.
7.5
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2566.69
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Providing laying moorum on shoulders obtained from borrow pits with all lifts and leads transporting to site by mechanical means within a lead of 5 km spreading grading to required slope and compacting to meet requirement to table 300-2 and clause 10% of MoRT&H specification for Road and Bridge works (5th revision) as per direction of the Engineer-in-charge.
108
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1171.93
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Dismantling of cement concrete Grade M-15 and M-20 including T&P and scaffolding wherever necessary sorting the dismantled materials disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000 meters including cost of labour etc. complete as per direction of the Engineer-in-charge.
23.04
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440.08
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Construction of granular sub base by providing granular subbase Grading-IV materials as per table 400-1. Spreading in uniform layers with motor graded on prepared surface mixing by mix in place method with rotavator of OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MoRT&H specifications for Road and Bridge works (5th revision) as per direction of the Engineer-in-charge
9.58
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2476.78
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Construction of rolled cement concrete base course with course and fine aggregates conforming to IS 383 per sqm of course aggregate not exceeding 25mm with maximum aggregate cement rate 15 ft and minimum cement concrete of 200 kg cum aggregate gradation to be as per table 600-4 after blending mixing in batching plant of optimum moisture content transporting to site having with a paver with electronic sensor compacting with 10 tone smooth wheeled vibratory roller to achieve the desired flexural strength finished and curing etc. complete as per direction of the Engineer-in-charge.
7.3
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3614.24
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Construction of un-reinforced, dowel jointed plain cement concrete pavement over a prepared sub-base within 43 grade cement @ 400 kg/cum coarse and fine aggregates conforming to IS 383 maximum size of course aggregate not exceeding 25mm mixed in a benching and mixing plants as per approved mix design transported to site, laid with a fixed form or slip from paver speed compacted and finished in a continuous operation including provision of construction, expansion construction and longitudinal joints joint filler separation membrane, sealant primer, joint sealant disbanding strip, dowel bar tie road admixtures as approved curing finishing to lines and grade as per drawing as per direction of the Engineer-in-charge.
14.6
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5268.48
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