Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date10 Jun 2019
Closing Date17 Jun 2019
Tender Amount₹ 11,29,000
Costs
EMD
₹ 1,13,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEUCZ_349984_4Tender No
1054/Tender Notice/19-20 Dated 01-06-2019Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
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Provding laying and spreading material on a prepared subbase, adding cement @4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of Base.
119.25
584325
4900
... More
Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits availble land with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specitaion Clause 303.1
118.5
10072
85
... More
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.350 kg per sqm on the prepared surface cleaned with hydraulic broom (Including Cost of Bitumen)
1125
11812
10.5
... More
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat .(Including Cost of Bitumen)
1125
177750
158
... More
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .(Including Cost of Bitumen)
1125
57375
51
... More
Earthwork 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,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
1.8
165
92
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Laying of reinforcement conrement pipe for culvert on first class bedding of granula material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works back filling concrete and masonary works in head walls and prapets.
300 mm dia HP NP-3
7.5
13312
1775
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