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| Tender ID | 4468979 |
|---|---|
| Organisation Name | Urban Administration And Development |
| Tender Brief | Corrigendum : Nigam Nidhi Construction Of Bitumin Road And Drain Work At Char Sahar Ka Naka Se Raja Mandi Pull. Zone 02 Ward No 09. File No.23/26x3/5. |
| Last Date For Submission | 6th Jul, 2026 |
| Opening Date | 08 Jul, 2026 |
| Document Cost | 5000.00 |
|---|---|
| EMD | 22890.00 |
| Estimated Cost | 3051944.00 |
| City | Gwalior |
|---|---|
| State | Madhya Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavation by Manual Means Excavation for roadway in soil including loading and unloadingin/from truck for carrying suitable cut earth to embankment site and disposing off unsuitable earth with alllift sand lead up to 1000 Meter as per Section-300 of the specifications. (FOR DRAIN) | 76.320 | Cum |
| 2 | Transportation by Mechanical means including loading,unloading and stacking Sand, stone aggregate below 40 mm nominal size 2 km (FOR DRAIN) | 76.320 | Cum |
| 3 | Wet Mix Macadam Base (WMM) by Plant mix method Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam confirming to provisions of Section 406 of specifications including pre mixing 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.Deduction if paveris not used for spreading. | 37.500 | Cum |
| 4 | Providing and apply ingTackCoat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per Section 503 of the @0.25Kg per Sqm(normal bituminous surfaces) | 3180.000 | SQM |
| 5 | Providing and laying Dense Bituminous Macadam with hot mix plant batch using crushed aggregates of specified grading,premixed with bituminous binder,transportingthe hot mix towork site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respect sand as per Section 505 of the specifications. (As specified, Lime or cement will be used as filler)For GradingII (50-75 mm thickness) bitumen content 4.5% (VG-30) | 159.000 | Cum |
Closed