Public Works Roads Department Tender
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Costs
EMD
₹ 2,37,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_PWD_10022_18Bid Award Id
ViewTender No
SE/JRC/SOPD(G)/1741-BTender 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 embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compaction to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5.
(i) Private Land
558.9949999999999
-
261.731
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1.
(i) Private Land
1557.6549999999988
-
324.95050000000003
... More
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 cl. 401( with an initial lead of 5 Km.)
i) for Gr. II material
684.675
-
2759.6117600000002
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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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compaction to the required density as per Technical Specification Clause 405. Gr.III
571.455
-
4379.04565
... More
Providing and laying inter locking concrete block pavement having thickness 80 mm as per technical specification clause 1504
(Including cost of edge restrain wall).
5518.2
-
1104.6955
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B.1000 mm Dia NP-3 HP Culvert : Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
I. In ordinary soil Upto 3 m depth
39.599999999999994
-
115.77
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802, 803, 1202 & 1203.
A. With crushed stone.
PCC Grade M10, Nominal Mix 1: 3: 6
5.04
-
5920.841
... More
Bedding of pipe
(ii)Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Granular Material
11.112
-
1553.87175
... More
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) 1000 mm dia (As per RR SOR, 2013-14)
22.5
-
7809.3675
... More
Filling in foundation trenches as per drawing and technical specification cl. 305.3.9
I. Sand filling
11.889
-
1602.393
... More
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109
(ii) Brick Masonry in 1:4 cement mortar
47.099999999999994
-
7337.093999999999
... More
Plastering with Cement Mortar (1:3), 15 mm thick on brickwork in substructure as per
technical specification cl. 613.4 & 1204
69.9
-
137.52795
... More
Eartwork in Coushoning……
171.45
-
324.95050000000003
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