Tender For Construction Of Baruin Miner To Baruin Kali Mandir Tak Link Road - Construction Of Embankment Wit ... in India
Tender Notice
TenderID
94474662
Tender Brief
Tender For Construction Of Baruin Miner To Baruin Kali Mandir Tak Link Road - Construction Of Embankment With Material Obtained From Borrow Pits Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporti
Tender For Construction Of Baruin Miner To Baruin Kali Mandir Tak Link Road - Construction of Embankment with Material Obtained from Borrow Pits 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( IncludingT&P etc. complete. & Excluding cost of GST) 2 Construction of granular sub-base by providing close 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 vibratory rollar to achieve the desired density , complete as per clause 401 ( IncludingT&P etc. complete. & Excluding cost of GST) 3 Providing, laying and spreadingMaterial on a preparedsub base,cement @ 4% by weight to the spread Material Manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base/base. ( Including all material & T&P etc. complete. & Excluding cost of GST) 4 Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.( Including all material & T&P etc. complete. & Excluding cost of GST) 5 Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1)mm aggregates either using penetration grade bitumen VG-10 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 of Type C as per Technical Specification Clause 508.( Including all material & T&P etc. complete. & Excluding cost of GST) 6 Providing and laying seal coat sealing 6.7mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @0.65kg per sqm surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510( Including all material & T&P etc. complete. & Excluding cost of GST) 7 Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from ROW with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 8 Earth work in excation in foundationin ordinary soil . As per S.I.No 251 ( Including all material & T&P etc. complete. & Excluding cost of GST) 9 C.C. With 6:3:1 cement fine sand and 40 mm stone ballast in foundation as per( Including all material & T&P etc. complete. & Excluding cost of GST) 10 C.C. With 4:2:1 cement fine sand and 40 mm stone ballast in foundation as per( Including all material & T&P etc. complete. & Excluding cost of GST) 11 Providing and laying of 600 mm dia NP-3 hume pipe medium duty confirm to IS 458:2003 including collars/spigot jointed with dtiff mixture of cement in the proportion of 1:2 (1cement:2 fine sand) including testing of joints, all taxes, transportation charges & contractor"s profit etc complete.( Including all material & T&P etc. complete. & Excluding cost of GST) 12 Providing and laying of 350 mm dia NP-3 hume pipe medium duty confirm to IS 458:2003 including collars/spigot jointed with dtiff mixture of cement in the proportion of 1:2 (1cement:2 fine sand) including testing of joints, all taxes, transportation charges & contractor"s profit etc complete.( Including all material & T&P etc. complete. & Excluding cost of GST) 13 First class brick work with 1:6 cement and coarse sand mortar in foundation as per S.I.No.305 b ( Including all material & T&P etc. complete. & Excluding cost of GST) 14 Struct cement pointing with 1:2 cement & Fine sand mortar as per S.I.No. 574. ( Including all material & T&P etc. complete. & Excluding cost of GST) 15 15mm thick plaster with cement mortor consinting of 1 part cement and 4 part of apporved coarse sand Minimum thickness not be less than 10 mm including supply of all materials babour and T&P etc 16 Maintainance cost :- Maintainance cost will be paid year wise as perGovernment order No. 17/2024/SA.-113/23-1-2024-23-1099/113/2023 Date 16.01.2024 and HQ UPPWD,Lucknoworder No. 3689COPRMC/ Mul-23-24 Date 17.02.2024 17 1st year- maintainance cost 0%on Bituminous Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) 18 2nd year- maintainance cost 0.75% onBituminous Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) 19 3rd year- maintainance cost 1.50 %onBituminous Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) 20 4th year- maintainance cost 2.25% onBituminous Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) 21 5th year- maintainance cost 3.00 % onBituminous Work(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) - -
Contact Information
Contact Person
SE, JNP.GZP CIRCLE, PWD, JAUNPUR
Address
SE, JNP.GZP CIRCLE, PWD, JAUNPUR
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