Himachal Pradesh Horticultural Produce Marketing And Processing Corporation Limited Tender
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Himachal Pradesh Horticultural Produce Marketing And Processing Corporation Limited - HPMC Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Aug 2024
Closing Date20 Aug 2024
Tender AmountRefer Documents
Costs
EMD
₹ 17,950Document Cost
₹ 1,180Tender Fee
Refer Documents
Summary
Please Refer The Tender Document
Description
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Contact
Tender Id
2024_HPMC_91364_1Tender No
HPMC/Proj/Oddi 7/21Tender Authority
Himachal Pradesh Horticultural Produce Marketing And Processing Corporation Limited ViewPurchaser Address
-Website
http://https://hpmc.in/
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Documents
BOQ Items
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meeet requirment of Tables 300.1 and 300.2 for subfrade construction as per Technical Specification Clause 303.2 etc. as directed by the Engineer-in-charege
41.25
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-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 For Grading II Material
34.38
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-
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over over 100 mm thick cement concrete 1:2:4(1 cement:2 sand :4 graded stone aggregate 40mm nominal size) including cost of form work and material and 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
275
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-
S/H: CC Road
-
-
-
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. etc. as directed by the Engineer-in-charge.
126
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-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.For Grading II Material
52.5
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(By Mechanical Means)
64.89
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-
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
63
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-
S/H: Repar work of floor of CA Store Chamber
-
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Demolishing cement concrete manually/ by mechanical means including disposal of material in all leads and lift as per direction of Engineer-in-charge.
12.6
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-
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. etc. as directed by the Engineer-in-charge.
12.6
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-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material
6.3
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-
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
6.3
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Making and Filling of Groove with Polysulphide Sealant including groove cutting and all other materials required as per the requiremnt and directions of Engineer in Charge
40
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-
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