Ministry Of Road Transport And Highways Tender
View potential partner for Nagaland MORTH Tender
Costs
EMD
₹ 3,59,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MoRTH_806696_1Bid Award Id
ViewTender No
CE/RnB/CRIF(SETU-BANDHAN)/02/Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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By Mechanical means.
300
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Providing and laying flooring complete as per drawing and Technical specification laid over cement concrete bedding. A- Rubble stone laid in cement mortar 1:3.
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Abutment
133.92
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Parapet on Approach slab
2.3
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RCC Grade M25 using batching plant and manual placing: Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification.
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Abutment on both sides
448
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Approach Slab
4.5
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Centering and Shuttering including strutting, Propping etc. and removal of form using steel sections: Columns, pillars, piers, abutments, posts & struts.
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Wing wall u/s & d/s
21.61
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Abutment footings
57.6
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Wing wall u/s & d/s
27.3
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Abutment
5.4
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Wing wall Stem
72.96
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Approach Slab
4.56
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Supply, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing & Technical specifications.
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Providing weep holes in brick masonry / plain / reinforced concrete abutment wing wall/ return wall with 100mm dia AC pipe. Extending through the full width of the structure withslope of 1V:20H towards drawing force. Complete as per drawing and technical specification.
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Grading - II
168.75
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Wingwall u/s & d/s
360
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Formwork
-
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Add 5% wastage and lap joint
1.3
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Back filling behind Abutment, wing wall and return wall complete as per drawing and technical specification: A - Granular material.
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Add 5% wastage and lap joint
1.89
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Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).
891.16
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Abutment
18.74
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Abutment
6.32
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Dirt wall
2.84
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Abutment
3.45
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Superstructure
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Wing wall
176
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Abutment
56
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Abutment Shaft (including Abutment cap)
223.2
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Supply of 25m long DS Standard width Bailey Bridge loading class 40R from the manufacturer to Dimapur. Incl. launching & erection, carriage to Bridge location.
1
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Wing wall
4.82
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Approach Slab
1.56
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Wing wall u/s & d/s
111.15
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Wing wall
4.97
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Wing wall footing
36
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Supply, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing & specifications.
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Random Rubble Masonry: Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per drawing and specifications. (Soling)
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PCC 1:3:6 in Foundation: Plain Cement Concrete 1:3:6 nominal mixed in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curring for 14 days.
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Sub-structure
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Abutment Left & right
189.72
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River bed
34.45
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Abutment cap
1.92
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Wing wall footing
78
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Foundation
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Abutment
130.2
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River Training & Protection Works
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Furnishing and placing Reinforced cement concrete in superstructure as per drawing and technical specification. Height 5m to 10m: RCC M20 Grade.
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Approach Slab
9.3
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Wing wall
5.92
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Abutment
2.47
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Approach Slab
9.3
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Abutment cap
5.58
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Wing wall Stem
288
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing & Technical specifications.
-
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Total
26.08
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Approach Slab
4.95
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Wing wall u/s & d/s
218.88
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Abutment footings
49.6
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Wing wall
8.88
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Dirt wall
2.05
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Excavation for structure: Earth in excavation of foundation for structure as per the drawing & technical specifications including setting out, construction of shoring and dressing, removal of stamps and deletrious matter, dressing of sides and bottom and back filling with approved material. B(i) depth 3m to 6m.
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Abutment
4.34
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PCC 1:3:6 in Foundation: Plain Cement Concrete 1:3:6 nominal mixed in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curring for 14 days.
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Abutment
30.1
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Surface Drains in Ordinary Rock: (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions to the requirement of clause 301 to 309. Excavated material to be used in embankment within a lead of 1000m),
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RCC Grade M20: Plain/Reinforced cement concrete in substructure complete as per drawing & technical specification. RCC M30 grade using batching plant transit mixer and concrete pump height upto 5m to 10m.
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Abutment Shaft (including Abutment cap)
72
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