Lucknow Development Authority has published Tender For Asphaltation And Drain Construction Work. Submission Date for this Tender is 12-04-2024. Drainage Tenders in lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | For Road Work |
| 2 | 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(Rfs 2.1.1/20) |
| 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause-401 |
| 4 | Providing and Laying of interlocking concrete Block pavement having thicking 80 mm as per drawing and technical specification Clause 1504. (Exclusive G.S.B.) PWD SOR 2020-21 DAR MORD 1500 (6.7) |
| 5 | 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) |
| 6 | 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) |
| 7 | Providing and laying bituminous macadam with 60-90 TPH Hot Mix Plant producing an average output of 25 cum per hour using crushed aggregate of specified grading, premixed with bituminous binder (VG-30 @ 3.3 %)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. (as per MORTH Specification - 504) |
| 8 | 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 |
| 9 | 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 |
| 10 | Providing and laying of hot appling thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. |
| 11 | Constructionof subgrade with material obtained form borrow ;its(for carted earth wrok) construction of embankment with approved materialontained from borrow pits with a lift upto 1.5 m tronsporting to ste spreading grading to required slope and compacting to meet requirement of table 3000,1and 300,2 with a lead upto 1000 m as per technical specification clause 301.5 |
| 12 | For Drain |
| 13 | 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(Rfs 2.1.1/20) |
| 14 | Providing and laying in posotion cement concrete of specifiedgrade excluding the cost of centering and shuttering - All workup to plinth level. 1:4:8 ( 1 cement : 4 coarse sand {zone-III} : 10 graded stone aggregate 40mm nominal size) (PWD SOR 2020/ DAR No. 4.1.8) |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). Ref to DAR 5.3 |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete Ref to DAR 5.9.2 (2020-2021) |
| 17 | Mildsteel or iron in plain work such as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and includingsupply of all steel and wastage & overlapping & hooks.PWD SOR 504 |
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