Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Feb 2024
Closing Date27 Feb 2024
Tender Amount₹ 4,75,60,000
Costs
EMD
₹ 9,51,200Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_LDAUP_901900_1Bid Award Id
ViewTender No
136/e-nivida/ce/2023-24Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mecahnical mix plant carriage of mixed material by tipper to site, liying in uniform layer with paver in sub-base/base course on well perpared surface and compacting with vibratory roller to achieve the desired density. (as per Clause 406)
3517
14630720
4160
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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)
22117
420223
19
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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)
44233
473293
10.7
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Bituminous Macadam (Grade-II) providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average of 75 tonnes per hour, using specified grading, premixed with Bituminous binder@ 3.3% mix to work at site as per MORT&H specification-501.6 & 501.7 complete in all respects. Unit=cum Taking Output = 205 cum (450 tonne)
2433
9367050
3850
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Semi-Dense Bituminous Concrete (Using Waste Plastic) providing and laying Semi-Dense Bituminous Concrete with 100-120 TPH batch type HMP producing ab average of specified grading, premixed with Bituminous binder@ 5.0% mix to work at site as per MORT&H specification-508 complete in all respects. (Reducing Bituminous Quanity by 8% and replacing it by Plastic waste as per IRC: SP: 98-2013) Unit=cum Taking Output = 195 cum (450 tonne)
1272
5654040
4445
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Providing and applying 2.5 mm thick road marking strips (retro- reflective) 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. DSR 16.62
1410
832887
590.7
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sq.m. on plan including getting out and disposal of excavated earth upto 50m and lift upto 1.5m, as directed by Engineer-in-Charge: All kind of Soil 0.30 m & Above DSR. 2.6.1.
1176
164875
140.2
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Class-150 (Non Modular) brick work in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work.Cement mortar 1:4 (1 cement : 4 coarse sand) S.I.NO.6.1.1
210.5
1132721
5381.1
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Providing and laying in posotion cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:2:4 (1 cement : 2 coarse sand {zone-III} : 4 graded stone aggregate 20mm nominal size) S.I.NO.4.1.3
19
135768
7145.7
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Providing and laying factory made chamfered edge Cement Concrete paver
blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required
strength, thickness & size/ shape, made by table vibratory method using PU
mould, laid in required colour & pattern over 50mm thick compacted bed of
sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size andpattern, finishing and sweeping extra sand. complete all as per direction of
Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.DSR 16.91.2
3430
2957346
862.2
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Divider & Rotary
-
-
-
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sq.m. on plan including getting out and disposal of excavated earth upto 50m and lift upto 1.5m, as directed by Engineer-in-Charge: All kind of Soil 0.30 m & Above S.I.No. 2.6.1.
62
8692
140.2
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Providing and laying in posotion cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 ( 1 cement : 4 coarse sand {zone-III} : 10 graded stone aggregate 40mm nominal size) (Ch. 8 DAR 4.1.8)
14
75335
5381.1
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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): 3 graded stone aggregate 20 mm nominal size) (Ch. 8 DAR 5.1.2)
76
543073
7145.7
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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not wrought to included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured upto floor two level. as per S.I. No. 504.Analysis of Rate (26 Jan 2022 Sail price) App.Rate.
71.6
572800
8000
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. (Ch. 8 DAR 5.9.1)
110
34067
309.7
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Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (Ch. 8 DAR 5.9.2)
550
366025
665.5
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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. S.I.No. 13.80
2447
301470
123.2
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90litre/10 sqm) DSR 13.47.1 135.10
2447
330589
135.1
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