National Highways And Infrastructure Development Corporation Limited Tender
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Costs
EMD
₹ 5,67,000Document Cost
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Description
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Contact
Tender Id
2019_NHIDC_450861_1Bid Award Id
ViewTender No
NHIDCL/BO-DIMAPUR/KJ/18-19Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
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Documents
Routine maintenance of Kohima to Nagaland Manipur border section of NH 29 Old NH 150 from Km 00 to Km 120.300 in the State of Nagaland
Routine maintenance of Kohima to Nagaland Manipur border section of NH 29 Old NH 150 from Km 00 to Km 120.300 in the State of Nagaland
BOQ Items
Construction of Subgrade (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)
1786
-
-
Surface Drains 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 of50 metres (average lead 25 metres)), by Manual Means
2734
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-
Sub Bases, Bases (Non- Bituminous) and Shoulders
-
-
-
Granular Sub-base with Close 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
1798.92
-
-
for grading- III Material
607.05
-
-
Miscellaneous work
-
-
-
Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)
33462.51
-
-
Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bulldozer D 80 A-12, 180 HP and disposal of the same on the valley side)
93140
-
-
Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)
4696
-
-
Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)
-
-
-
for grading I Material
2000
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.
RCC/PSC Grade M35: Using concrete mixer.
-
-
-
For solid slab super-structure- Height upto 5m (Deck slab repairing of culvert)
1.8
-
-
Retaining Wal
-
-
-
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work
-
-
-
upto 3 m depth
2.1
-
-
Mechanical Means
2.1
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
-
-
-
PCC Grade M15
1.25
-
-
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
2.51
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
6.31
-
-
Coursed rubble masonry (first sort )
1.44
-
-
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
10
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-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
Granular material
4.55
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-
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