Public Works Roads Department Tender
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Costs
EMD
₹ 5,50,000Document Cost
₹ 5,500Tender Fee
Refer Documents
Summary
Ace/sopd (g)/tez/lumding/2020-21/05
Description
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Contact
Tender Id
2020_PWD_17457_5Bid Award Id
ViewTender No
ACE/TEZ/CS/NR/2020-21/06Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt. From private land
1891.26
-
327.7
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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 cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt. ) Grading- II Material
1335.94
-
3579.21
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density (with an initial lead of 5.0 km.) A) By Manual Means 'Grading- III Using Screening Type-B (11.2mm Agg.)
801.56
-
5372.7
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Providing and laying interlocking concrete block pavement 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
10687
-
910.2
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Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.
256.5
-
10751.05
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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 and backfilling with approved material
62.93
-
135.6
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Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days
3.44
-
5907.64
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Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Sand filling
4.03
-
1275.77
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Square Rubble Coursed rubble masonry( first sort )
28.29
-
5003.64
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications clause 1400 & 2200 Coursed rubble masonry (first sort )
20.05
-
4925.67
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications clause 1300 & 2200
49.8
-
160.46
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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. 1000 mm dia
15
-
7774.97
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 600mm equilateral triangle
12
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4578.76
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
4
-
2928.96
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Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
284
-
939.03
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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 50m (Average lead 25m
2500
-
91.53
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