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| Tender ID | 4415513 |
|---|---|
| Organisation Name | Urban Development And Housing Department |
| Tender Brief | Corrigendum : Refurbishment Of Existing Road Network In Gift City |
| Last Date For Submission | 2nd Jul, 2026 |
| Opening Date | Refer to Documents |
| Document Cost | 10000.00 |
|---|---|
| EMD | 9585000.00 |
| Estimated Cost | 479200000.00 |
| City | Gandhinagar |
|---|---|
| State | Gujarat |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | 1200016779: EXCAVATION 0 TO 3M DEPTH: "Earthwork in excavation up to specified depth, including removal of stumps of trees of girth of all sizes & disposal of unserviceable materials, and stacking of serviceable materials etc. in soil of all types (ordinary/ hard soil) in both dry and wet conditions, sand, gravel and soft Murom / completely weathered rock, including dewatering, shuttering, shoring, strutting or any other safe methods for protection, dressing of sides and ramming of bottom, and transporting the excavated material with all leads & lifts to any location within a radius of 2 km, including stacking, spreading, and levelling, etc. all complete as specified and as directed by Engineer-in-charge. The Cost shall also include royalty, applicable fees and taxes and compensation for earth to be paid by the contractor." - 0 to 3 metres. The disposal of excavated material with all lead and lift outside GIFT Boundary with all machinery, transportation, royalty, fees, taxes as applicable etc. | 21300.000 | M3 |
| 2 | 1200000417: CONSTRUCTION OF EMBANKMENT - GIFT AREA: Construction of embankment with suitable earth obtained from excavation of roadway, shoulder, drain, structure etc within the GIFT Boundary including transportation of earth to site with all lead and lift, laying earth in layers not exceeding 250 mm in loose thickness and 200 mm compacted thickness at OMC, levelling, watering and compaction with a power roller to achieve 98 Percantageof modified Proctor Density as per IS 2720 Part 8 complete in all respect in conformity with required lines, grades and cross sections as per Technical Specification and directed by Engineer-in-charge. | 2100.000 | M3 |
| 3 | 1200000419: SUBGRADE FROM GIFT SOIL QUICK LIME: Construction of Sub-Grade with suitable earth obtained from excavation of roadway, shoulder, drain, structure etc including transportation of earth to site with all lead and lifts, spreading on a prepared surface, mixing the spread soil by rotovator/soil stabilizer with slacked lime ( Percantageof Lime as per design) having minimum content of 70 Percantageby weight of Quick Lime ( CaO) when tested as per IS 1514, laying in layers of not exceeding 250 mm in loose thickness and 200 mm compacted thickness, compacted with Power roller to achieve 98 Percantageof modified Proctor Density as per IS 2720 Part 8 including levelling watering etc. complete in conformity with a required lines, grades and cross sections as per Technical Specification and as directed by Engineer-in-charge. The cost shall also include royalty and compensation of earth to be paid by the Contractor. | 6700.000 | M3 |
| 4 | 1200000422: GRANULAR SUB-BASE (GSB) COURSE: Providing & laying Granular Subbase as per MoRTH specifications / technical specifications in accordance with the Grading I of Table 400-1 of MoRTH specifications, spreading & levelling as per required camber to achieve desired compacted thickness as per approved drawing etc. as specified in section 401 of Technical specifications etc complete as per drawing, specification and as directed by the Engineer - in -Charge. Only Crushed Aggregate is to be used. Natural GSB / Gravel will not be allowed. | 2500.000 | M3 |
| 5 | 1200000423: WET MIX MACADAM (WMM): Providing and laying Wet Mix Macadam using graded crushed stone as per MoRTH/Technical specification mix in accordance with approved Job Mix formula at Optimum Moisture Content by mechanical mixing in a pug mill, carriage of mix material by tipper to site laying with Sensor paver finisher in uniform layer of required thicknesses on prepared granular subbase and compacting with vibratory roller with proper compaction to achieve desired density in required line, grade and camber etc. complete as specified in Technical Specification or as directed by Engineer-in-charge. The rate shall also include lighting for works if required, guarding, barricading etc. | 2900.000 | M3 |
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