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Tender For Work Of The Proposed Master Plan Route (Road No. 06/Length = 1200 Meters) Under The Villages Bakkas, Chauraya, Chaurasi, Malukpur Noorpur, Behta Mastamou, Dular Mauke Situated On The Left Side Of Sultanpur Road And Kishan Path. - Surface Dressi, lucknow-Uttar Pradesh

Tender Notice

51735780
Tender For Work Of The Proposed Master Plan Route (Road No. 06/Length = 1200 Meters) Under The Villages Bakkas, Chauraya, Chaurasi, Malukpur Noorpur, Behta Mastamou, Dular Mauke Situated On The Left Side Of Sultanpur Road And Kishan Path. - Surface Dressi
Tender
Indian
Uttar Pradesh
Lucknow
28-10-2025

Tender Details

Work of the proposed master plan route (Road No. 06/Length = 1200 meters) under the villages Bakkas, Chauraya, Chaurasi, Malukpur Noorpur, Behta Mastamou, Dular Mauke situated on the left side of Sultanpur Road and Kishan Path. - Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil 2 Constuction of subgrade with material obtained from avaliable land (for local earth work) Construction of embankment with approved material obtained from avaliable land as pormited and approved by engineer-in-chage and as per technical specification clause 301.3.4.1 with all lifts and leads, spreading grading to required slope and compacting to meet requiredment of table 300.0 and 300.2 as per technical specification clause 301.5 with centre up to 5 km. 3 tack coat on bituminous surfaces - providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous surface cleaned with mechanical broom . 4 providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. 5 providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% of mixed and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. 6 Construction of granular sub-base by providing well graded matarial, spreading in uniformlayers with motor grader on prepared surface ,mixing by mix in place method with rotamator at OMC and compacting with smooth wheel roller to achieve the desired density ,complete as per technical specification clause 401 7 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. 8 Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. 9 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. 10 Construction of cement concrete kerb with channel with top ant bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M 15 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M 20 Grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machin, foundation concrete laid manually, all complete as per clause 409 11 Providing and laying spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carrige of mixed material by tipper to site, laying in uniform layiers with paver in sub-base / base course one well prepared surface and compacting with vibratory roller to achieve the desired density. (Sanction Rate) 12 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom

Key Value

Document Fees
INR 4366 /-
EMD
INR 2092400.0 /-
Tender Value
INR 6.97 Crore /-

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