Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date
8 Jun 2019Closing Date
CancelledTender Amount
₹ 4,61,00,000Costs
EMD
₹ 25,05,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEJNS_352081_1Tender No
2680/44 c- Jhs circle/19 date 06-06-2019Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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
28500
3448500
121
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 dens as per Clause 401.(Drainage layer)
5300
10335000
1950
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
800
1840000
2300
Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant coarriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsinon in uniform single layer on sub base/subgrade and compactiong with the road roller to achive the desire density.
2000
12800000
6400
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 @4.5% 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 (80 mm thick layer)
1300
9230000
7100
Providing and applying tack coat over DBM with bitumen emulsion using VG-10 pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
26000
325000
12.5
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
800
6880000
8600
Excavation in soil mixed with moorum/shingle/kankar requiring the use of special T&P such as pickaxes, subbals etc.including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. S.I no - 252
37.5
1200
32
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.
10.6
44520
4200
RCR in 1:3cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.
19.4
67900
3500
Class-150 brick work in 1:3 cement and fine sand of 1.25 fineness modulus mortar in super structure including supply of all materials, labour and tools and plants etc. required for proper completion of the work. ( in perapat) (SI. No. 306+309+310)
0.8
2800
3500
Stuck cement pointing with cement mortar consisting of one part cement and two part 1.25 F.M.
25.6
4096
160
C.C. 1:2:4 cement, sand, grit including supply of all materials labour, tools and plants etc. required for proper completion of work.
0.26
1300
5000
Supply & Laying of Hume pipe S & S Type in position with cement and sand mortar in 1:2 withsum including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge (Labour rate only) N.P.-3 Type (a) 900 dia
10
62000
6200
Construction of U Type Drain in Abadi portion Ch.
Ranipur Abadi portion km-4(ch-3.800-4.000)
400
600000
1500
Providing & fixing of Km. and Hectometer stone with lettering and painting.
5
25000
5000
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