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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical 273001 | GORAKHPUR | UTTAR PRADESH | 273001 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical KACHEHRI AMBEDAKARNAGAR CHAUK DISTRICT GORAKHPUR | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹54.5 Cr
EMD Value
₹54.5 L
Closing Date
28 Mar 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Construction of 04 lane of approach road for the under construction International Cricket Stadium in District Gorakhpur With 5 Year Maintenance works LOT No- 1 of 1
2026_CEGKP_1128788_1
1051/135C-Gkp Circle/2026 Dated 11-02-2026
Open Tender
Civil Works
Item Rate
450 days
Gorakhpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹54.5 L
20 May 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per MORT&H Spe. 201 Sr. no 2.03 ii (A) (Including Labour Cess but GST will paid extra as applicable) | - | Hect | - | - |
| - | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. As per MoRT&H Specification & Clause . No.305, 3.16 (Cartage Earth) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | - | Cum | - | - |
| - | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.as per MORT&H Specification & Clause No.401, 4.01 B complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | - | Cum | - | - |
| - | 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 MORT&H Specification & Clause No. 406, 4.14B complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | - | cum | - | - |
| - | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MORTH Specification & clause No. 502, 5.01 A(i) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | - | Sqm | - | - |
| - | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent 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 As per MORTH Specification & clause No. 505, 5.04 B complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | - | cum | - | - |
| - | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per MORTH Specification & clause No. 503, 5.02 (i) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | - | Sqm | - | - |
| - | Providing and laying bituminous concrete (Grade-2) with higher capacity batch type hot mix plant 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent of 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. as per MORTH specification & clause No. 507, 5.05(B) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | - | cum | - | - |
| - | Cast in Situ Cement Concrete M20 Kerb
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause409 as per MORTH specification & clause No. 409, 8.01 complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) | - | Rm | - | - |
| - | Construction of sub-grade and erthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (for patri work in abadi portion) As per MORTH Specification & clause No. 305, 3.18 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) (cartage Earth) | - | cum | - | - |
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