Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date22 Jan 2021
Closing Date16 Feb 2021
Tender Amount₹ 15,97,40,291
Costs
EMD
₹ 30,00,000Document Cost
₹ 6,260Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEJNS_547774_1Bid Award Id
ViewTender No
5483/35C-Banda Circle/2020 Dt.26.12.2020Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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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.
10237
-
5380
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Providing and Laying Dense bituminous macadam with 60-90 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)
5733
-
7150
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
81900
-
11
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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 CRMB-55 @ 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 (Grading-II)
2457
-
7850
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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
9300
-
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)
572
-
118
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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)
52
-
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)
61
-
4400
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R.C.C work with Cement, approved coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.5:3 in bed block excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binfing wire and including necessary centering and shuttering etc. and also including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No-288)
13
-
7500
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Mild steel for iron in plain work such as reinforced concrte or reinforced brick work wrough to required shape as necessary including being for proper completion of work and including supply of all steel and wastage and wastage & overlapping & hooks. .(S.I. No.-504)
4
-
5600
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M-150 brick work masonary in 1:4 with cement, sand, mortar including all material, abour, T&P etc. required for proper completion of work in foundation & plinth. .(S.I. No.-305)
32
-
5300
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12 mm thick plaster 1:4 with cement and sand mortar including all material, labour, T&P etc. required for proper completion of work. (S.I. No-584)
17
-
130
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall return wall to the full hight, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
2.5
-
2000
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Supply & laying of PV.C pipe 75 mm dia for weep holes including cost of all material T&P etc. required for proper completion of work.
10
-
140
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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
25
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5250
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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
150
-
1220
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