Faridabad Metropolitan Development Authority has published Tender For Special Repair Of Various Master Roads From Sec-75 To 89 At Greater Faridabad In District Faridabad In The State Of Hrayana. And All Other Works Contingent Thereto.. Submission Date for this Tender is 28-09-2023. Road Work Tenders in faridabad Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 26-Sep-2023 | Drawigs | Other | 28-09-2023 |
| Sl. No. | Item Description |
| 1 | Dismantling of stone matel road including screening of stone metal and stacking as per direction of engineer- in- charge. |
| 2 | providing and fixing removal slab for drain with frame (600*1200*150) |
| 3 | Plastic Speed Bump designed to dynamically and compact that it can bear maximum load on it. The body of the speed bump should be made of PE plastic material. Two highly reflective reflector should be molded in PMMA material welded with ABS base plate. through ultrasonic welding process and then fixed on the speed bump so that dust and water cannot touch the reflector`s Inside area and thus it maintain its reflectivity for a long time. 4 Nos, Nails are used for installation on road. Available in Yellow and Black Colors. Dimensions of the one pcs of the Speed Bump should be :-L-245 mm: W-340 mm: Height: 50 mm approx. |
| 4 | Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORTandH specifications. |
| 5 | Bituminous Concrete 50 mm to 65 mm thickness (grading I) with 100-120 TPH batch type HMP Providing and laying 50 mm - 65 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.2%per centof 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 complete in all respects as per technical clause 507 of MORTandH specifications as per MORTH specification |
| 6 | Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4%per centof 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 complete as per technical clause 507 of per MORTH specifications |
| 7 | Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5%by weight of total 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 complete, as per technical clause No. 505 of MORTandH specifications |
| 8 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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 as per technical clause 406 of MORTandH specifications. |
| 9 | Granular Sub-Base with CoarseGraded Material - Grading-I(Table:- 400-2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications |
| 10 | Credit of Existing old bituminous material received after milling of DBM or BC (Unit=100 Cum after taking 80% credit of mild/scarified material) |
| 11 | Analysis of rates of Dismantling of stone metal road including screening of stone metal and stacking as per directions of Engineer-in-Charge complete in all respect as per direction of Engineer-in-Charge. |
| 12 | Credit for old material received from Excavation of WMM Stone metal (Lifted from Site) |
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