Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date9 Jun 2020
Closing Date18 Jun 2020
Tender Amount₹ 45,11,447
Costs
EMD
₹ 4,10,000Document Cost
₹ 2,415Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEUCZ_480491_1Bid Award Id
ViewTender No
1416/352C/E.TENDER/STP-LMP/20 Dt. 19-05-2020Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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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 density, complete as per Technical Specification Clause 401.
38
-
3900
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Provding laying and spreading WMM 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.
300
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4700
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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
680
-
85
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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 .
3187.5
-
11
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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 .
3187.5
-
158
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Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .
3187.5
-
51
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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.
7.5
-
92
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Laying of reinforcement conrement pipe 300 mm 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.
30
-
1750
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