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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 CrAccepted-AOC | ₹8.3 Cr Quoted ₹8.5 Cr | L1 | Accepted-AOC Accepted-Finance |
| 2 | L2₹8.7 Cr+₹16.0 L (1.88%)Rejected-Finance | ₹8.7 Cr+₹16.0 L (1.88%) | L2 | Rejected-Finance Not Lowest |
| 3 | Rejected-Technical B 52 NIRALA NAGAR LUCKNOW | LUCKNOW | UTTAR PRADESH | - | - | Rejected-Technical As Per Attachment |
| 4 | Rejected-Technical | - | - | Rejected-Technical As Per Attachment |
| 5 | Rejected-Technical | - | - | Rejected-Technical As per attachment |
| Sl No | Description | Qty | Unit | M/s Maa Sharda Nirman L2 | M/S AADI SHAKTI TRADING COMPANY L1 |
|---|---|---|---|---|---|
| 1.00 | Earth Work in Excavation in Trenches
Excavation for roadwork in soil using hydraulic excavatior including loading and unloading in tipper,trimming bottom and side slop trenches for carrring of cut earth to emankment site with all lift and lead up to 1000 mReference to MORT&H Specification no 301 and 3.1 | 2,522.16 | cum | 58 ₹1,46,285.28 Lowest | 58 ₹1,46,285.28 Lowest |
| 2.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. as per 3.2 and reference to MORTH sppecification 305 (Excluding GST.) | 2,522.16 | cum | 64.95 ₹1,63,814.29 Lowest | 64.95 ₹1,63,814.29 Lowest |
| 3.00 | 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. as per 3.2 and MORT&H Specification reference to 305 (Excluding GST.) | 25,000 | cum | 196 ₹49,00,000 Lowest | 196 ₹49,00,000 Lowest |
| 4.00 | Construction of Subgrade and Earthen Shoulders
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per 3.16 and reference to MORTH sppecification 305( Excluding GST.) | 4,410 | cum | 198 ₹8,73,180 Lowest | 198 ₹8,73,180 Lowest |
| 5.00 | Granular Sub-Base with close Graded Material
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause MORTH specification clause 401 ( Excluding GST.) | 2,622.1 | cum | 4,600 ₹1,20,61,660 | 4,400 ₹1,15,37,240 Lowest |
| 6.00 | WMM
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 pave MORTH specification clause 406( Excluding GST.) | 3,281.25 | cum | 4,980 ₹1,63,40,625 Lowest | 4,980 ₹1,63,40,625 Lowest |
| 7.00 | Providing and applying primer coat with SS1 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. MORTH specification clause502 (Excluding GST.) | 23,100 | sqm | 40 ₹9,24,000 Lowest | 40 ₹9,24,000 Lowest |
| 8.00 | Providing and laying dense graded bituminous macadam Gr- 2 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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 complete in all respects. (Excluding GST.) | 1,155 | cum | 13,500 ₹1,55,92,500 | 13,000 ₹1,50,15,000 Lowest |
| 9.00 | Providing and applying tack coat with bitumen vg-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.MoRTH specification clause No. 503 (Excluding GST.) | 23,790 | sqm | 12.8 ₹3,04,512 Lowest | 12.8 ₹3,04,512 Lowest |
| 10.00 | Providing and laying bituminous concrete Gr-2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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 complete in all respects ( Excluding GST.) | 713.75 | cum | 14,000 ₹99,92,500 | 13,300 ₹94,92,875 Lowest |
Tender Value
₹8.8 Cr
EMD Value
₹17.5 L
Closing Date
26 Dec 2025, 12:00 pmClosed
Superintending Engineer Deoria Circle PWD Deoria
Office of the Superintending Engineer Deoria Circle PWD Deoria
Widening and strengthening work of Karmaha Road (ODR) (Length-5.00 km) from km 36 of Gauri Bazar Hata Road in Deoria district
2025_CEGKP_1096909_1
3989/76yat-Deo Circle/25 Dated 16.10.2025
Open Tender
Civil Works
Item Rate
365 days
Deoria
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,720
₹17.5 L
Deoria
13 Mar 2026
10 Dec 2025
26 Dec 2025
10 Dec 2025
26 Dec 2025
10 Dec 2025
20 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth Work in Excavation in Trenches
Excavation for roadwork in soil using hydraulic excavatior including loading and unloading in tipper,trimming bottom and side slop trenches for carrring of cut earth to emankment site with all lift and lead up to 1000 mReference to MORT&H Specification no 301 and 3.1 | 2,522.16 | cum | - | - |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. as per 3.2 and reference to MORTH sppecification 305 (Excluding GST.) | 2,522.16 | cum | - | - |
| 3 | 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. as per 3.2 and MORT&H Specification reference to 305 (Excluding GST.) | 25,000 | cum | - | - |
| 4 | Construction of Subgrade and Earthen Shoulders
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 as per 3.16 and reference to MORTH sppecification 305( Excluding GST.) | 4,410 | cum | - | - |
| 5 | Granular Sub-Base with close Graded Material
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause MORTH specification clause 401 ( Excluding GST.) | 2,622.1 | cum | - | - |
| 6 | WMM
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 pave MORTH specification clause 406( Excluding GST.) | 3,281.25 | cum | - | - |
| 7 | Providing and applying primer coat with SS1 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. MORTH specification clause502 (Excluding GST.) | 23,100 | sqm | - | - |
| 8 | Providing and laying dense graded bituminous macadam Gr- 2 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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 complete in all respects. (Excluding GST.) | 1,155 | cum | - | - |
| 9 | Providing and applying tack coat with bitumen vg-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.MoRTH specification clause No. 503 (Excluding GST.) | 23,790 | sqm | - | - |
| 10 | Providing and laying bituminous concrete Gr-2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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 complete in all respects ( Excluding GST.) | 713.75 | cum | - | - |
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