Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date10 Sep 2018
Closing Date17 Sep 2018
Tender Amount₹ 96,58,365 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 7,65,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEGKP_247481_20Bid Award Id
ViewTender No
7910/135C-GKP Circle/2018 Dated 24-08-18Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
In km-1,2,3(500)
271
-
3760
Cemented sub base (GSB+2% Cement (OPC))
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 2% cement (OPC) with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per techinical specification clause 401 (Including Labour cess and royality ) (GST will be paid extra as per applicable)
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-
-
In km-1,2,3(500)
316
-
3890
Cemented Base (WBM III + Cement 4% OPC)
Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 Grade-3 as per technical specification clause 405 including 4% Cement (OPC) & mixing with Rotavator (Including Labour cess and royality ) (GST will be paid extra as per applicable)
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-
-
In km-1,2,3(500)
937
-
4670
Providing and applying tack coat with bitumen (VG-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 (including cost of bitumen and Labour cess) (GST will be paid extra as per applicable)
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-
-
In km-1,2,3(500)
9375
-
12
Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen VG-10 @ 1.46 Kg /Sqm to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required level and grades to be followed by seal coat as per Techincal Specification clause 5.9, 508 case II by mechinical means (including cost of bitumen, Labour cess and royality ) (GST will be paid extra as per applicable)
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-
-
In km-1,2,3(500)
9375
-
163
Providing and applying seal coat type "C" comprising of a layer of bituminous binder using VG-10 @ 0.65 Kg per Sqm followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510 (including cost of bitumen, Labour cess and royality ) (GST will be paid extra as per applicable)
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-
In km-1,2,3(500)
9375
-
58
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (Including Labour cess) (GST will be paid extra as per applicable) (For Patri)
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In km-1,2,3(500)
1000
-
85
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