Roads And Buildings Department Tender
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Costs
EMD
₹ 69,448Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
572323Tender No
Chief Engineer (R&B) State Roads & CRN e-NIT No. 2425/KMNR-PDPL-09/DCE( R)/EE-R/DEE-1/AEE/2025 dt 21.01.2025Tender Authority
Roads And Buildings Department ViewPurchaser Address
-Website
http://http://www.rnbgujarat.org/
GEM & Bid Advisory Services
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BOQ Items
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ER for Construction of Drains in Odela village limits;Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge
2016
53
107654
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ER for Construction of Drains in Odela village limits;For Side Drain
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ER for Construction of Drains in Odela village limits;Forming shoulders with borrowed useful earth from outside road boundary having MDD not less than 1.75 gm/cc by mechanical means up to SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and (excluding seigniorage) charges, complete for finished item of work as per MoRT&H specification 305
101
333
33633
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ER for Construction of Drains in Odela village limits;Providing 30 mm thick compacted Bituminous Concrete with 100-120 TPH Batch mix plant/40-60 TPH Drum Type Hot Mix Plant using HBG crushed aggregates of Grading ? 2 as per specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and filler, transporting the hot mix to work site, laying with full width Mechanical paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge
11
11549
127039
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ER for Construction of Drains in Odela village limits;Providing and laying of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant/40-60 TPH Drum Type Hot Mix Plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Mechanical paver to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 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 necessary including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision)
18
10226
184068
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ER for Construction of Drains in Odela village limits;Providing and applying tack coat with Bitumen Emulsion with (RS-1) (Bulk) using Emulsion pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.
700
13
9380
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ER for Construction of Drains in Odela village limits;Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge.
350
45
15925
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ER for Construction of Drains in Odela village limits;Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work.
90
2638
237420
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ER for Construction of Drains in Odela village limits;Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.
73
2369
172937
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ER for Construction of Drains in Odela village limits;Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3
188
10
1955
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ER for Construction of Drains in Odela village limits;Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge
80
53
4272
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ER for Construction of Drains in Odela village limits;Road Portion
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