Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Feb 2025
Closing Soon25 Feb 2025
Tender Amount₹ 74,05,000
Costs
EMD
₹ 1,48,100Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LDAUP_1005775_1Tender No
125/E-Nivida/CE/2025Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
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BOQ Items
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Extra for Compaction of earth work in embankment under optimum moisture conditions to give atleast 95% of the maximum dry density (proctor density) DSR 16.2
2161.25
19
42425.34
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Construction of granular sub base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compaction with vibrator power roller to achive the desired density complete as per clause 401 Grade 1 & Grade -2
509.2
3795
1932414
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Providing and 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. SI No. 406
356.25
4160
1482000
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Providing and applying Primer coat with Emulsion on prepared surface of granular base including cleanning of road surface and spraying primer @ 0.60 kg./sqm Using mechanical means (as per MORTH Specification-502) Sanction Rate
2375
19
45125
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Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg per square metres on the prepared bitumenous/granuler surface cleaned with mechanical broom (as per MORTH Specification-503) Sanction Rate
4750
10
50825
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Providing and laying bituminous macadam (BM) with 100-120 ΤΡΗ hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @3 30%, transported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clauses 501 6 and 501.7 to achieve the desired compaction (Sanction Rate)
261.25
3850
1005812.5
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Providing and laying semi-dense bituminous concrete with 60-90 TPH batch type HMP producing an average output of 25 cum per hours using crushed aggregate of specified grading, premixed with bituminous binder (VG-30) @ 4 5 percent 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 MORT&H Specifications Clause 508 complete in all respects Sanction Rate
136.56
4445
607009.2
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by Engineer-in-Charge. All kinds of soil DSR 2023, Code No 2.1.1
95
102
9745.1
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1:4:8 (1 Cement 4 coarse sand (zone-III) derived fromnafural sources 8 graded stone adgregate 40 mm nominalsize derived from natural sources) (DSR 2023/4 1.8)
28.5
5381
153362.21
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Brick work with common burnt clay (non modular) bricks of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1.4 (1 cement 4 coarse sand) DSR 2023/6.4.1
60.09
5138
308776.67
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12 mm cement plaster of mix 14 (1 Cement 4 Coarse sand) DSR 2023/13.4.1
190
282
53635.1
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:12:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)DSR No.-2023/4.1.2
10.93
6588
71983.51
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