Meerut Municipal Corporation has published Tender For Road Construction Work By Hotmix From Tempo Stand To Maa Shakumbhari Sari In Kaserubaxar In Ward-24.. Submission Date for this Tender is 31-10-2023. Road Work Tenders in meerut Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | providing laying spreading and compactiog graded stone aggregate to wet mix macadam including premixing the material with water at OMC in mechanical mix plant,carriage to mixed material by tipper to site, laying in uniform compacted layers of 100 mm thick with paver in sub base/base course on well prepared surface and compactong with vibratory roller to achiver the desired density including all T&P taxes & labour cess etc as directed by engineer in charges etc all complete. |
| 2 | providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 3 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading premixed with bituminous binder (VG-40) @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher to the requred grade leval and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction. |
| 4 | providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per SQM on the prepared bituminous surface cleaned with mechanical broom. |
| 5 | providing and laying bituminous concrete with 100-120 TPH batch type H.M.P. producing an average output of 75 tone per hour using crushed aggregates from approved quarry of specified greding premixed with bituminous binder C.R.M.B.-55 @ 5.20 per cent of mix and filler transporting the hot mix to work site layig with a hydrostatic paver finisher to required grade level and allgnment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction. |
| 6 | S/Laying of 22-4 -53 mm size stone ballest |
| 7 | Consalidation of stone ballast excluding of roller charges and excluding all. |
| 8 | Supply of 80 mm thick ISI marked I shaped mechanicaly compressed interlocking cement concrete paver blocks manufatactered by high prussureand control vibration machine having plan dimension 200 x (160+120 mm )with minimum 5 mm thick topping of O.P. cement mixed with 25 %marble powder . The compresive strenth of concrete paver block shall not be less than 40 Mpa and 4.50 kg per no. including cost of all material labour T& P etc required for proper complition of worknew item no-14 work should be done with colour tiles. |
| 9 | Cement Concrete with 2 cm gauge approved graded stoneee grit, coarse sand and cement in the proportion of 4:2:1, including supply of all materials, labour, tools & plants etc required for proper completion of the work As per direction of E/I. |
| 10 | providing & laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms /sq.mt.area . Thickness of 2.5 mm inclusive of surface applied glass beads as per I.R.C uniform and free from steaks and holes. |
| 11 | Supply fixing of shine bord at site +all comp of work |
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