Haryana Urban Development Authority-HUDA has published Development Of Parking And Pavement In Transport Nagar, Sector-61, Faridabad.” Supply And Laying Of Flyash, Earthwork, Gsb, 250Mm Thick Wmm, Primer Coat 25Kg/100 Sqm Tack Coat,50Mm Thick Dbm And 25Mm Thick Bc And All Other Works Contingent Thereto.” .” (M. Submission Date for this Tender is 14-10-2019. Shed Construction Tenders in SECTOR 61 FARIDABAD Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: Development of Parking and pavement in Transport Nagar, Sector-61, Faridabad.” Supply and laying of Flyash, Earthwork, GSB, 250mm thick WMM, Primer Coat 25kg/100 sqm Tack Coat,50mm thick DBM and 25mm thick BC and all other works contingent thereto.” .” (Mtc. of defect liability period 3 years free of cost after completion of work). A/Cost Rs. 1448.60 Lacs E/Money Rs.1448600/- Time limit : 12 Month | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Supply and laying of Flyash (including carriage loading & unloading) for all lead and lift required for filling laying the same in 25 cm. layer as per specification of compaction when water arranged at his own cost at the source & rolling with road roller/sheep foot roller or any other like machinery under suitable moisture contents not less than 95% maximum dry (Ordinary proctor test) entire satisfaction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001113 | 5221 | Per Cum |
| 2 | 2 | Earth work in embankment including excavation in all kind of soil (including carriage loading & unloading) for all lead and lift required for filling laying the same in 25 cm. layer as per specification of compaction when water arranged at his own cost at the source & rolling with road roller/sheep foot roller or any other like machinery under suitable moisture contents not less than 95% maximum dry (Ordinary proctor test) entire satisfaction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001114 | 75849 | Per Cum |
| 3 | 3 | Preparation of sub grade, including trenching, rough dressing of spoil, final dressing of earth to given evels and camber, watering, rolling with road roller and compacting the bed. | BI01010001010000000000000515BI0100001115 | 106500 | Per 100 Cum |
| 4 | 4 | Providing/Supplying & laying of 260 mm thick GSB material compact layer natural sand, murram gravel crushed stone or combination thereof as per MORT&H specification confirming to clause 401 coarse graded grading-II as per table 400.1 of MORT&H specification including spreading on the prepared sub grade with the help of motor grader or adequate capacity maintaining the required slop & grade during operation rolling with road roller 810 tonne with the grade and cross fall (camber) to be checked and any high spot or depressions which becomes apparent, correct by removing or adding fresh material, including cost of tools and plants carriage of material from stacks templates, barriers lighting arrangement at night, Chowkidar and maintenance of diversion etc. complete in all respect as per clause 401 of MORT&H specifications drawings and the instruction of Engineer-in-Charge, density of GSB as laid 2gms/cc. 5th revision of 2013 latest edition complete in all respect.(Mix in place method) | BI01010001010000000000000515BI0100001116 | 27690 | Per Cum |
| 5 | 5 | Providing, laying, spreading and compacting 250 mm thick 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 as per clause No. 406 of MORTH specification for road and bridge work (5th revision) of 2013 latest edition complete in all respect. | BI01010001010000000000000515BI0100001117 | 26625 | Per Cum |
| 6 | 6 | Providing & laying of Primer coat Emulsion (Bulk) Medium on existing prepared surface using @ 60 kg / 100 sqm | BI01010001010000000000000515BI0100001118 | 106500 | Per Sqm |
| 7 | 7 | providing & laying of tack coat with bitumen @ 25 kg / 100 sqm | BI01010001010000000000000515BI0100001119 | 106500 | Per Sqm |
| 8 | 8 | Providing & laying of 50mm thick compacted thickness of Dense Bituminous Macadam in one layer by hot mix plant and mechanical paver finish as per clause No. 505 and 113.3 of MORT&H specification for road and bridges works (5th revision) of 2013/latest edition using 4.5% bitumen grade 80/100 content by weight of total mix, complete in all respect including cost of bitumen instructions issued from time to time by MORT&H regarding machinery and bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MORT&H specification is mandatory | BI01010001010000000000000515BI0100001120 | 12247 | Per MT |
| 9 | 9 | Providing & laying of Tack coat on existing black top surface with bitumen 80/100 @ 50 kg / 100 sqm. including cost of bitumen. | BI01010001010000000000000515BI0100001121 | 106500 | Per Sqm |
| 10 | 10 | Providing & laying of 25 mm Bituminous Concrete laid by hot mix plant and paver finish as per clause No. 507,113.30, table No. 500.18 of MORT&H specification for road and bridges works (5th revision) of 2013/latest edition using 5% bitumen grade VG-30 as binder by weight of total mix complete in all respect including cost of bitumen. Instructions issued from time to time by MORT&H regarding machinery and bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MORT&H specification is mandatory. Rolling with smooth wheeled vibrator and tendom roller as per clause 501.6 and 501.7 to achieve the desired density and to the entire satisfaction of the Engineer-in charge. | BI01010001010000000000000515BI0100001122 | 6257 | Per MT |
| 11 | 11 | Precast cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size in kerbs | BI01010001010000000000000515BI0100001123 | 505 | Per Cum |
| 12 | 12 | Priming & painting of kerb. | BI01010001010000000000000515BI0100001124 | 4479 | Per Sqm |
| 13 | 13 | Base course of floors consisting 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. | BI01010001010000000000000515BI0100001125 | 19230 | Per Sqm |
| 14 | 14 | Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in pavement, road & taxi track. | BI01010001010000000000000515BI0100001127 | 1445 | Per Cum |
| 15 | 15 | Providing and filling expansion joint. | BI01010001010000000000000515BI0100001128 | 13265 | Per Mtr |
| 16 | 16 | Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and the subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. | BI01010001010000000000000515BI0100001129 | 618 | Per 100 Cum |
| 17 | 17 | Cement concrete 1:8:16 with brick ballast 40 mm Nominal size in foundation and plinth | BI01010001010000000000000515BI0100001130 | 206 | Per Cum |
| 18 | 18 | First class brick work laid in cement, stone dust (from crusher) mortar 1:5 in foundation and plinth. | BI01010001010000000000000515BI0100001131 | 1005 | Per Sqm |
| 19 | 19 | 12 mm thick cement plaster 1:5. | BI01010001010000000000000515BI0100001132 | 3360 | Per Sqm |
| 20 | 20 | Conglomerate floor 50 MM thick cement concrete topping 1:2:4. | BI01010001010000000000000515BI0100001133 | 1030 | Per Sqm |
| 21 | 21 | Providing and laying 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 heate and profiile shoe , driven by experience operator on road suface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in - charge and accordance with applicable specifications. | BI01010001010000000000000515BI0100001134 | 5325 | Per Sqm |
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