Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Mar 2025
Closing Date15 Apr 2025
Tender Amount₹ 10,30,46,669
Costs
EMD
₹ 20,61,000Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LDAUP_1020421_1Tender No
149/E-NIVIDA/CE/2024-25/4Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
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Documents
MOHAN ROAD YOJANA ME TS MISHRA UNIVERSITY KE PAS STHIT SAMDA POLICE CHAUKI SE KISAN PATH TAK JODNE WALI LINK ROAD KI MARAMMAT WA CHAURIKARAN KA KARYA.
MOHAN ROAD YOJANA ME TS MISHRA UNIVERSITY KE PAS STHIT SAMDA POLICE CHAUKI SE KISAN PATH TAK JODNE WALI LINK ROAD KI MARAMMAT WA CHAURIKARAN KA KARYA.
BOQ Items
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Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 16.7.1/2023)
6000
153
920940
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Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats). (DSR 16.48.1/2023)
1200
228
273864
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR 13.80/2023)
1200
123
147924
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1:4:8 (1 Cement: 4 coarse sand (zone-III) derived fromnatural sources: 8 graded stone adgregate 40 mm nominalsize derived from natural sources). (DSR 2023/4.1.8)
90
5381
484304.4
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Supplyingandstackingatsitedumpmanurefromapprovedsource,includingcarriageupto5km complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm. Horticolture DSR-2020, SI-2.4.1
500
263
131525
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on perpared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratoy roller to achieve the desired density complete as per clause 401.
For Grading I Material (GSB-I) (LDA Aproved Rate)
5910
4185
24733350
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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. (DAR-2023 : 16.62/2023)
1125
590
664571.25
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Providing and stacking of Clerodendrum inerme of ht. 20 cm to 30 cm multi branched in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. DSR-2020, SI-6.7
10000
20
207000
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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. (MORT&H-406) (Approved rate)
4590
4210
19323900
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Providing and applying tack coat with bitumen 80/100 grade using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom (MORT&H-503)
25500
10
279225
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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)
25500
19
484500
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Excavation for road work in soil with Hydraulic excavator of 0.9 cum bucket capacity including cutting and loding in tippers ,trimming bottom and side slopers, in accordance with requirements of line, grades and cross sections and transporting to the embankment location within all lifts and lead up to 15 KM.
48963
304
14921963.88
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Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge DSR-2020, SI-7.70
600
232
139728
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Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in- Charge
1913
10360
19818680
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR 16.1/2023)
20250
172
3501630
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Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. DSR-2023, SI-16.50
2000
162
325940
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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
1020
11460
11689200
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.1.2/2023)
315
7145
2250901.8
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Providing and stacking of Juniperus prostrata with 5 to 6 latral branches and green foliage in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. DSR-2020, SI-6.18
600
31
18630
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