Lucknow Development Authority has published Tender For Construction Of Interlocking Paver Road And Drain Tender For Rajkiya Udyan Sector G Aliganj Wali Sadak Savitri Apartment Chourahe Se Gupta Hotel Lodheswar Mandir Hote Hue Mama Chourahe Se Central School Jane Wali Sadak Tak Sadak And Nali Rep. Submission Date for this Tender is 12-03-2024. Drainage Tenders in lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Taking out existing CC interlocking paver blocks from footpath/centralverge, including removal of rubbish etc., disposal of unserviceable materialto the dumping ground, for which payment shall be made separately andastacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (DSR 2023/16.83) |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth butexceeding 1.5 m in width as well as 10 sqm on plan including getting outand disposal of excavated earth upto 50 m and lift upto 1.5 m, as directedby Engineer-in- Charge: All kinds of soil. (DSR 2023/2.1.1) |
| 3 | Construction of granular sub baseby providing close graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density as perMORT 401. |
| 4 | 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 50 mm a thick compacted bed of sand, compacting and proper embedding/ layingof 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 and pattem, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. (DSR 2023/16.91.2) |
| 5 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). (DSR 2023/16.84) |
| 6 | 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) |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand). (DSR 2023/6.1.1) |
| 8 | 1:2:4 (1 cement: 2 coarse sand (zone-III) derived fromnatural sources: 4 graded stone aggregate 20 mm nominalsize derived from natural sources) (DSR 2023/4.1.3) |
| 9 | 12 mm cement plaster of mix: 1:4 (1 cement: 4 Coarse sand). (DSR 2023/13.4.1) |
| 10 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (cement: 1.5 coarse sand (zone-III) derived fromnatural sources: 3 graded stone aggregate 20 mm nominalsize derived from natural sources)(DSR 2023/5.1.2) |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Mild Steel and Medium Tensile steel bars. (DSR 2023/5.22.1) |
| 12 | Providing and applying primer coat with Emulsion on prepared surface It granular base including clearing of road surface and spraying primer @ 0.60 kg/sqm using mechanical means MORTH-502. |
| 13 | Providing and laying bituminous macadam with 60- 90 TPH Hot Mix Plant producing an average Output of 25 cum per hour using crushed aggragate 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 deksired compaction. (as per MORTH Specification-504) |
| 14 | Providing and applying Tack coat with VG-10 bitumen using Pressure distributor at the rate of 0.30 kg per square metres on the prepared bitumenou/ granuler surface cleaned with mechanical broom. (As Per MORTH Specification-503) |
| 15 | Semi-dense bituminous concrete (Using Wastke Plastic) Providing and laying Semi-Dense Bituminous Concrete with 100-120 TPH batkch type HMP pruducing average of specified grading. premixed with Bituminous binder @ 5.0% mix to work at site as per MORTH & H kspecification-508 complete in all respect, (Reducing Biktuminous Quantity by 8% and replacing it by Plastic kwaste as per IRC-SP:98-2013) Unit-cum Taking Output-195 cum (450 tonne) |
| 16 | Carriage of materials by mechanical transport including loading, unloading and stacking. Lime, moorum, building rubbish. 5.0 k.M (DSR 2023/1.1.1) |
| 17 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, aglass 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 andaforeign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. (DSR 2023/16.62) |
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