Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date9 Mar 2021
Closing Date18 Mar 2021
Tender Amount₹ 16,83,79,725
Costs
EMD
₹ 30,00,000Document Cost
₹ 6,260Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEJNS_565757_1Bid Award Id
ViewTender No
388/35-C Hamirpur Circle Date-03.03.2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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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 clause 401 (By Mix in Place Method)
6820
-
2250
... More
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
12000
-
4
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Providing laying, spreading and compacting graded stone aggregate to wet mix macadam specification inlcuding premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with machanical paver in sub-base/base course on wall prepared surface and compacting with vibratory roller to achieve the desired density. As per MOR&TH specification No. 406
11430
-
2730
... More
Providing, laying, and spreading of Graded stone aggregate (WMM) after mixig with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying including its stabilization with 1% OPC Cement and 3.5% Emulsion in uniform single layer on sub base/ subgrade and compaction with road roller to achieve the desire density.
8800
-
5630
... More
Providing and Laying Dense bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @4.50% by weight of total mix transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment, rolled as per clauses 501.6 and 501.7 to achieve the desired compaction as per MORT&H clause No. 507 (Grading-II 50 mm to 75 mm)
4400
-
7720
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Providing and applying tack coat with VG-10 using bitumen pressure dristributor @ 0.30 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H Clause 503
176000
-
12
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Providing and laying 30 mm. thick bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40 per cent of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 509 complete in all respects
2640
-
8520
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Construction of sub-grade 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 (Patri)
23500
-
115
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Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.(S.I. No.-251)
155
-
115
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Providing laying and consolidation of Coarse sand in compacting by hand rammer after sprinkling water including cost of material all labour T&P etc. complete required for proper completion of work as per PWD specification also including cost of all taxes roylty etc. complete work. .(S.I. No.-255)
13
-
1000
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Cement concrete in foundation in 1:3:6 cement sand, 40 mm gauge stone ballast, including all material, labour, T&P etc. required for proper completion of work. .(S.I. No.-280)
13
-
4400
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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. 350 mm dia
50
-
1225
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