Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Eprocure
Opening Date15 Oct 2018
Closing Date12 Nov 2018
Tender Amount₹ 9,18,54,482
Costs
EMD
₹ 18,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Ego-daring-zirdo Road (13.00 Kms) In West Siang District Of Arunachal Pradesh Under Crf (e.i).
Description
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Contact
Tender Id
2018_MoRTH_391507_1Bid Award Id
ViewTender No
BD/S-12/2018-2019/151Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)
6008.87
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GSB
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Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
28092.02
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) for grading- I Material (Construction of granular sub-base by providing coarse graded 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), (a)Using Screening Type-A (13.2mm Agg.)
4213.8
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WBM-II & III
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to theand camber, applying and brooming requisite type of required density.) By nmannual means, Grading- II (Using Screening Crushable type such as Moorum or Gravel),
3681.66
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to theand camber, applying and brooming requisite type of required density.), By mannual means Grading- III (Using Screening Crushable type such as Moorum or Gravel), (a)Using Screening Type-B (11.2mm Agg.)
3681.66
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BT
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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 of 0.60 kg/sqm using mechanical means.
49088.81
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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 broom.
49088.81
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Open- Graded Premix Surfacing :-Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished topreviously prepared base, including required level and grades.), Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion
49088.81
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Seal Coat :-Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats), Case - I Type-A
49088.81
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Retaining Wall
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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.), Ordinary soil, Manual Means, upto 3 m depth
515.2
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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.)
42.5
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications, Coursed rubble masonry (first sort )
862.9
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification , Granular material
270.48
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RCC Slab culvert 1 Mtr span - 5 Nos
-
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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.), Ordinary soil, Manual Means, upto 3 m depth
429.7
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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.)
62.3
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, PCC Grade M15, Height upto 5 Mtr.
198.15
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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
40
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.4
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification, RCC Grade M20, Using concrete mixer, For solid slab super-structure, 20-30% of (a+b+c) , Height upto 5 M
10.4
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification , Granular material
86
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RCC Slab culvert 2 Mtr span - 13 Nos
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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.), Ordinary soil, Manual Means, upto 3 m depth
1549.34
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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.)
211.74
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, PCC Grade M15, Height upto 5 Mtr.
626.18
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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
130
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
6.72
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification, RCC Grade M20, Using concrete mixer, For solid slab super-structure, 20-30% of (a+b+c) , Height upto 5 M
46.02
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification , Granular material
303.16
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RCC Slab culvert 6 Mtr span - 3 Nos
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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.), Ordinary soil, Manual Means, upto 3 m depth
804.6
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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.)
90.72
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, PCC Grade M15, Height upto 5 Mtr.
333.4
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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
90
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
7.4
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification, RCC Grade M20, Using concrete mixer, For solid slab super-structure, 20-30% of (a+b+c) , Height upto 5 M
53.37
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification , Granular material
99
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Pucca Drain
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Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.(Manual Means at site)
3672
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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.
1407.6
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