Ministry Of Road Transport And Highways Tender
View complete overview of Uttarakhand MORTH Tender
Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Construction Material
Eprocure
Opening Date22 Jan 2025
Closing Date6 Mar 2025
Tender Amount₹ 2,18,29,000
Costs
EMD
₹ 4,37,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MoRTH_845366_1Tender No
163/13Yata-NH-10/2025 dt. 20.01.2025Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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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.)
22.1
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PCC Grade M30
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Using Batching Plant, Transit Mixer and Concrete Pump
11.05
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Construction of Causeway in km 150 (2-4)
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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
47.25
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Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls,etc. including supply of all material, labour, T&P and royaltiies etc.complete as per drawing and technical specifications Clauses 702, 704,1202 & 1203 of MORD Specifiction
37.8
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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.)
37.8
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PCC Grade M30
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Using Batching Plant, Transit Mixer and Concrete Pump
18.9
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-
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Construction of Interlocking Concrete Block Pavement in km 148
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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
720
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Granular Sub-base with Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close 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) for grading- II Material
300
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Wet Mix Macadam 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 subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired
300
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Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
1200
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Construction of Interlocking Concrete Block Pavement in km 150
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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
1440
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Granular Sub-base with Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close 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) for grading- II Material
600
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Wet Mix Macadam 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 subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired
600
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Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
2400
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Construction of Interlocking Concrete Block Pavement in km 154
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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
360
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Granular Sub-base with Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close 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) for grading- II Material
150
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Wet Mix Macadam 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 subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired
150
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Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504.
2400
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Construction of 7.00 M span culvert at Km 148
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Excavation in foundation for retaining & breast walls in all types of soils and rocks for Causeway including lead, lift and disposal of surplus material as per direction of engineer - in - charge.
315
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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.)
129.1
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Random Rubble Stone Masonry laid in 1:3 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)
428.4
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PCC Grade M30 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Using Batching Plant, Transit Mixer and Concrete Pump
40.5
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Supply, fitting and placing of HYSD or TMT bar reinforcement ( Fe 415) in superstructure complete as per drawing and technical specification and as directed by Engineer in charge.
2787.04
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Reconstruction of damaged parapets
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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.
64.42
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Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
293
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