Municipal Corporation Tender
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Municipal Corporation Tender
Civil And Construction
Opening Date4 Oct 2024
Closing Date8 Oct 2024
Tender Amount₹ 7,79,146
Costs
EMD
₹ 7,791Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
757339Tender No
ET No.20/2024-25 Item No.15Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://http://www.gunturcorporation.org/
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BOQ Items
Providing and applying Primer Coat with Bitumen Emulsion (Low porosity) (medium setting) on prepared surface of granular Base including clearing of road surface and spraying primer @ 0.60 kg/sqm using mechanical means as per Tech. specification No 502 MORTH - 1 Sq.M. (RBR-BASC-1.i.b)
705.2
25133
35.64
Providing and laying of 50mm thick bituminous macadam (B M) with HOT Mix Plant producing an average output of 37.50 tonnes per hour using hard blasted granate crushed aggregates of Grade.II premixed with bituminous binder of V.G. 30 grade @ 3.40% by weight of total mixer, transported to site laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessay including cost of seigniorage charges on all materials etc., complete and as per MORTH Specification.
Note: Quantity of bitumen is proposed for rate analysis only. The actual quantity will deperd upon job mix formula.(RBR-BASC-3-3-II P.No.355)
35.26
296675
8413.93
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MORTH & H and as directed by the Engineer-in-Charge.
705.2
9598
13.61
Providing 25mm thick compacted semi dense bituminous concrete (SDBC) by hot mix plant using hard blasted granite crushed aggregate of grading-II premixed with bituminous binder V.G.30 grade @ 5.00 per cent of mix and filler, transporting the hot mix to work site, laying with a Mechnical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification complete for finished item of work in all respects as directed by Engineer-in-charge.
Note: The percent of bitumen is proposed for rate analysis only. The actual percent shall be arrived based on job mix formula.(RBR-BASC-8-8 P.No.361)
17.63
182731
10364.79
Carting away the surplus excavated earth from the work site with a lead of 3 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete - 1 Cum.
81.93
17947
219.05
Provision for Seignorage Charges
-
31166
-
Provision for NAC @ 0.10%
-
810
-
Provision for GST @ 18%
-
146002
-
Provision for TPQA @ 0.749 %
-
5836
-
Unforeseen item
-
7040
-
TOTAL
-
970000
-
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