Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date4 Oct 2024
Closing Date21 Oct 2024
Tender Amount₹ 63,41,137
Costs
EMD
₹ 1,50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Special Repairs With Renewal Of Road Surface And 5 Year Maintenance A) Kondye Khalchiwadi Juwati Road B) Ratambshenda Dhangarwadi Varchiguravwadi Bhalawali Chavhata Ganesh Temple Shivadi Road (3rdcall)
Description
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Contact
Tender Id
2024_CEMAH_136569_2Tender No
E-Tender No.43/2024-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Tack coat -Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
12272.9
144820
11.8
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder-Polymer Modified Bitumen-Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm 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 of either Type A or Type B or Type C as per Technical Specification Clause 508.
11512.5
1548431
134.5
Seal Coat-By Mechanical Means-Case - I : Type A-Bitumen (S-65)-Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
20148.3
1331802
66.1
B) Renewal and Maintanance to Ratambshenda Dhangarwadi Varchi Guravwadi Bhalawali Chavata Ganesh Temple Shivadi Road 0/000 To 5/340 Block-Rajapur Dist-Ratnagiri
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Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits 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.
644.59
258867
401.6
Modified Penetration Macadam ( S- 65) 60/70- VG-30 -Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
337.05
77117
228.8
Tack coat -Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
8763.3
103845
11.85
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder-Polymer Modified Bitumen-Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm 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 of either Type A or Type B or Type C as per Technical Specification Clause 508.
8426.25
1133751
134.55
Seal Coat-By Mechanical Means-Case - I : Type A-Bitumen (S-65)-Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
21256.36
1406108
66.15
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