Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date15 Mar 2021
Closing Date20 Mar 2021
Tender Amount₹ 1,69,53,768 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 10,56,000Document Cost
₹ 2,517Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEUCZ_570234_1Bid Award Id
ViewTender No
1113/352C/E.TENDER/STP-LMP/21 Dt. 03.03.2021Tender 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 Material on a prepared sub base(WMM), cement (0PC) @ 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 uncofined compressive strength and to form a layer of base.
989
-
5250
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Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
175
-
30
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Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
7000
-
85
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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.
762
-
4300
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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 .
11250
-
13
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Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.
2.5
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7300
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Laying reinforced cement concrement 1000mm dia NP-3 pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling, concrete and masonary works in head walls and parapets
22.5
-
6400
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Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
59
-
120
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Laying reinforced cement concrement 350mm dia NP-3 pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling, concrete and masonary works in head walls and parapets
30
-
1800
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Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4
72
-
70
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Maintenance of roads for 5 years as per direction of E/l and as per Maintenance schedule.
1
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1546044.42
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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 .
11250
-
62
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Providing, Laying and spreading Material on a prepared sub grade, adding cement (OPC)@2% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired uncofined compressiv strength and to form a layer of sub base,
612
-
4750
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Construction of embankment (in Patari) with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
2180
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85
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