Public Works Roads Department Tender
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Costs
EMD
₹ 1,19,940Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_PWD_9563_1Bid Award Id
ViewTender No
SE/NRC/TB/NIT/01/2015-16/78Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdbnh.assam.gov.in/
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Documents
BOQ Items
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Construction of sub-grade and earthen shoulders Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause.
(a) Private land
630
-
324.95
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(A) By mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
ii) For Grading II Material
456
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2757.25
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3) W B M Grading-3
Using stone screening Type - B13.2 mm for Gr.3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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 Manual Means
210.94
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4386.12
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Inter locking concrete Block pavement
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
Including Edge block/ Edge restraints
2812.5
-
954.65
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Construction of 1.0 m dia Hume Pipe Culvert
-
-
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. In ord. soil: (Up to 3.00m depth)
Face wall
Bed
48.26
-
115.77
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PCC 1:3:6 in foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compected by vibration including curing for 14 days.)
Levelling course
2.81
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5920.84
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Bedding for pipe .Type B (first class)Bedding on well compacted sand,
Moorum as per Clause 1105. Granular materials
2.97
-
1281.41
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
(B) 1000mm dia NP-3
7.5
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7809.36
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Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and tech. specification. Clause 600,1202,1203.
Head wall in Foundation
24.01
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7337.09
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Plastering with c.m. 1:4, 15mm thick on brickwork in Substructure as per Tech. specification. Clase 613.4 &1204.
39.97
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137.52
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