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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical 01 MAHUADAWER MISHRAULI SHANAJAWA GORAKHPUR GORAKHPUR GORAKHPUR UTTAR PRADESH 273401 | GORAKHPUR | UTTAR PRADESH | 273401 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹8.8 Cr
EMD Value
₹17.7 L
Closing Date
25 Mar 2026, 12:00 pmClosed
Superintending Engineer Deoria Circle PWD Deoria
Office of The Superintending Engineer Deoria Circle PWD Deoria
Surface improvement work from change 0.00 to 11.450 on Ramkola Mathauli road other district road under IRQP scheme in Dist Kushinagar
2026_CEGKP_1125869_1
1005/76yat-Deo Circle/26 Dated 06.03.2026
Open Tender
Civil Works
Item Rate
180 days
Kushinagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹17.7 L
Deoria
7 Apr 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dense Graded Bituminous Macadam Grade-II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent 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 MoRT&H specification clause No. 505 complete in all respects. (Excluding G.S.T.) | 4,087 | Cum | - | - |
| 2 | Providing and applying tack coat with bitumen Emusion VG-10 grade using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous cleaned with mechanical broom. (Excluding G.S.T.) | 1,60,300 | Sqm | - | - |
| 3 | BC:- Providing and laying bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 5.4 percent 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 Sr No. 5.8 & MoRT&H Specification Ref. No. 509 . (Excluding G.S.T.) | 2,404 | Cum | - | - |
| 4 | 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. As perSr No. 3.18 MoRT&H Specification Ref. No. 305 (Excluding G.S.T.) | 1,312 | Cum | - | - |
| 5 | Construction of Embankment with Material obtained from Borrowpits 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 (Excluding G.S.T.) | 2,352 | Cum | - | - |
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