Jila Nirman Samiti Tender
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Jila Nirman Samiti - JNSJ Tender
Civil And Construction
Road Construction
Opening Date13 May 2022
Closing Date29 Jun 2022
Tender AmountRefer Documents
Costs
EMD
₹ 1,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
99717Bid Award Id
ViewTender No
99717Tender Authority
Jila Nirman Samiti ViewPurchaser Address
-Website
http://eproc.cgstate.gov.in
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Documents
BOQ Items
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Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300.
88676.88
8424303
95
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Transportation of metal i/c loading & unloading. For a lead upto 1 Km. Beyond 1 Kms. and upto 10 Kms.(Add extra for every 1 Km.) Excavated/compacted ordinary & other soil measured as per clause 301.8, 304.4 and 305.8
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-
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For a lead upto 2 Km.
23915
2755008
115.2
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For a lead upto 3 Km.
19100
2292000
120
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For a lead upto 4 Km.
17107.84
2135058
124.8
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Lime Stabilization for Improving Sub-grade (Laying and spreading available soil in the sub-grade on a prepared surface, pulverizing, mixing the spread soil in place with rotavator with 3% slaked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub- grade as per clause-402.)
44401.88
14608218
329
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Granular Sub-base as per Table:- 400-1
-
-
-
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Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401
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Plant mix method (with Mechanically crushed stone only)
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For Lower Sub-base with
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-
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Grading-III Material
192.5
273927
1423
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.)
372.97
534838
1434
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Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.
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-
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(i) on WBM/WMM surface @0.85 Kg/sqm.
1443.75
92400
64
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Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/ granular surface cleaned with mechanical broom and as per clause 503.
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-
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(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
1443.75
24543
17
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 60-90 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.)
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-
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With mechanical paver finisher
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-
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for Grading-II(26.5 mm nominal maximum size, bitumen content 4.5%)
72.19
571456
7916
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Bituminous Concrete (Providing and laying bituminous concrete with 60-90 TPH hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects)
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With mechanical paver finisher
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-
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for Grading II (13 mm nominal size) with bitumen 6.0 %
36.09
354115
9812
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Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. (edgingment)
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With vibratory roller
115.5
33610
291
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Road Marking with hot applied thermoplastic compound with reflectorizing glass beads on bituminous surface ( providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 grm per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be levell, uniform and free from streaks and holes)
115.5
81658
707
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Sub Divisional Officer
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P.W.D.(B/R) Sub Div. No.-1
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Jagdalpur
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