Ministry Of Road Transport And Highways Tender
View complete overview of Nagaland MORTH Tender
Costs
EMD
₹ 1,47,218Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Sr On Nh 202 At 267 700 Km And 268 700 Km
Description
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Contact
Tender Id
2024_MoRTH_834547_1Bid Award Id
ViewTender No
NO. CE/NH/SR/2024-25/4Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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GEM & Bid Advisory Services
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BOQ Items
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
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Granular Material
49.68
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ROAD WAY EXCAVATION
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Excavation in Soil using Hydraulic excavator and tippers with disposal lead upto 1000 metres (Excavation for roadwork with hydraulic excavator including cutting and loading in tippers,trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and leads upto 1000 m.)
792
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Excavation in Ordinary Rock using Hydraulic excavator and tippers with disposal lead upto 100 metres (Excavation for roadwork with hydraulic excavator including cutting and loading in tippers,trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and leads upto 1000 m.)
Height Upto 8.00 m (15.00 m to 135.00 m) = 6438 cum
Height 8.00 m - 16.00 m = 5022 cum
Height 16.00 m - 25.00 m = 2801.25
14261.25
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Granular Sub-base with Close Graded Material By Mix in Place Method (Construction of granular sub-base by providing close gradedmaterial, 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)
180
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to WBM specification i/c spreading in uniform thickness, hand packing, rolling with three wheel steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, water and compacting to required density). Manual Means Gr-III Material
67.5
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COST ESTIMATE OF EARTHEN SIDE DRAIN
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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 of 1000 metres
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Mechanical means
73
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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 as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment within a lead of 1000 metres)
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Mechanical Means
77
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SLAB CULVERT
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Earthwork in excavation of foundation of structures as per drawing and technical specification, incuding setting ,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling with approved material. Ordinary Soil. Manual Means
94.32
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Plain Cement Concrete in open foundation complete as per drawing and technical specification. PCC Grade M 15.
13.48
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
103.4
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M20. Case I, Using Batching Planti) For Solid Slab Super-structure, (p) Height upto 5 m
6.3
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Supplying , fitting and placing HYSD bar reinforcement in super structure complete as drawing and techncal specifications.
0.61
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.A Granular Material
41.34
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