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| Tender ID | 4079687 |
|---|---|
| Organisation Name | Urban Administration And Development |
| Tender Brief | Moulik Nidhi Construction Of C.c. Road Work At Hanuman Nagar Tonti Mata Mandir Wali Gali, Ward No. 21 Zone No 10. File No. 235/26x3/6. |
| Last Date For Submission | 8th May, 2026 |
| Opening Date | 11 May, 2026 |
| Document Cost | 2000.00 |
|---|---|
| EMD | 2720.00 |
| Estimated Cost | 271984.00 |
| 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 ROAD) | 28.000 | Cum |
| 2 | 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 paver is not used for spreading | 28.000 | Cum |
| 3 | Providing and Laying Cement Concrete Grade M-20 with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by spikes,separation membrane125micronthick,including cutting of joints @ 4 to 5 m interval and filling it with hot applied bituminous sealant (without dowel bars) (max. thickness 20 cm). | 42.000 | cum |
| 4 | Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete 560 mm dia. Extra heavy duty | 1.000 | Each |
| 5 | providing Brick masonry work in1:3 (1cement:3sand)with well burnt chimney bricks (crushing strength not less than 40kg /sqcm and water absorption not more than 15%) insub-structure complete excluding pointing and plastering, as per drawing and technical specifications. | 1.000 | cum |
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