National Highways And Infrastructure Development Corporation Limited Tender
View complete overview of Nagaland NHIDCL Tender
Costs
EMD
₹ 4,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NHIDC_820707_1Tender No
NHIDCL/Koh/M R/KJ-II/23-24Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
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Documents
BOQ Items
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300- 2) (Phek)
1660
761076
458.48
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (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) - Granular Sub-Base Grading -V Material (Kohima)
225
767290
3410.18
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (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) - Granular Sub-Base Grading -V Material (Phek
1245.94
4894650
3928.48
Wet Mix Macadam (Plant Mix Method): 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 sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density B) Laying using Grader (Kohima)
362.88
1572986
4334.73
Wet Mix Macadam (Plant Mix Method): 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 sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density B) Laying using Grader (Phek)
1783.28
8213431
4605.8
Land slide clearance in soil (clearance of land slides in soil and ordinary rock by a bulldozer D 80 A-12, 180HP and disposal of the same on the valley side) (Kohima)
800
57360
71.7
Land slide clearance in soil (clearance of land slides in soil and ordinary rock by a bulldozer D 80 A-12, 180HP and disposal of the same on the valley side)
4200
301140
71.7
Surface Drain in soil-Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of Clause 301 and 309. Excavated material to be used in embankment within a lead of 1000 meters (kohima)
1660
103003
62.05
Surface Drain in soil-Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of Clause 301 and 309. Excavated material to be used in embankment within a lead of 1000 meters (Phek)
2090
129684
62.05
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