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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 CrAccepted-Finance | ₹5.0 Cr | L1 | Accepted-Finance LOW RATE |
| 2 | L2₹5.4 CrRejected-Finance | ₹5.4 Cr | L2 | Rejected-Finance HIGH RATE |
| 3 | L3₹5.8 CrRejected-Finance | ₹5.8 Cr | L3 | Rejected-Finance HIGH RATE |
| 4 | L4₹5.8 CrRejected-Finance 205 ROTIGODAM SITAPUR | SITAPUR | UTTAR PRADESH | 261001 | ₹5.8 Cr | L4 | Rejected-Finance HIGH RATE |
| 5 | L5₹5.8 CrRejected-Finance | ₹5.8 Cr | L5 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | M/s Shikhar Construction L4 | Sudha Associates L2 | V S Y INTERNATIONAL PRIVATE LIMITED L3 | R K GREEN CONSTRUCTION L1 | M/S PARAS INTERNATIONAL L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth Work in Excavation in Trenches :-
Excavation for roadway in soil using manual means including lading in truck for carrying of cut earth to embankment sie with all lifts and lead upto 1000 meter. (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST ) for proper completion of Work. | 3,380 | cum | 25 ₹84,500 | 35 ₹1.2 L | 45 ₹1.5 L | 80 ₹2.7 L | 60.3 ₹2.0 L |
| 2.00 | 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. (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 13,913 | cum | 50 ₹7.0 L | 80 ₹11.1 L | 69 ₹9.6 L | 65 ₹9.0 L | 121 ₹16.8 L |
| 3.00 | Compaction of Earth obtained from roadway cutting:-
Construction of embankment with approved materials deposited at site from road cutting and excavation from drain and foundation of other structure graded and compacted to meet reqirement of table 300-2 (Only Compaction) (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 3,380 | cum | 25 ₹84,500 | 85 ₹2.9 L | 49 ₹1.7 L | 50 ₹1.7 L | 64.8 ₹2.2 L |
| 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 . (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 3,885 | cum | 50 ₹1.9 L | 80 ₹3.1 L | 85 ₹3.3 L | 100 ₹3.9 L | 125.9 ₹4.9 L |
| 5.00 | Scarifying of Flexible Pavements:-
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 7,425 | Sqm | 5 ₹37,125 | 160 ₹11.9 L | 8 ₹59,400 | 30 ₹2.2 L | 9.4 ₹69,795 |
| 6.00 | By Mix in Place Method:-
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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 2,500 | Cum | 3,400 ₹85 L | 3,600 ₹90 L | 3,500 ₹87.5 L | 2,350 ₹58.8 L | 3,877 ₹96.9 L |
| 7.00 | Wet Mix Macadem :-
Providing, laying, spreding and compacting graded stone aggregate to wet mix macadam specification including preixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub base / base couse on well prepared surface and compacting with vibratory roller to achieve the disired density . (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 3,535 | cum | 3,500 ₹1.2 Cr | 3,230 ₹1.1 Cr | 3,700 ₹1.3 Cr | 2,750 ₹97.2 L | 3,877 ₹1.4 Cr |
| 8.00 | Prime Coat :-
Providing and applying prime coat with bitumien emulsion on prepared surface of granular Base inlcuding clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechinical means .(Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 29,920 | sqm | 20 ₹6.0 L | 18 ₹5.4 L | 41 ₹12.3 L | 11.12 ₹3.3 L | 42.6 ₹12.7 L |
| 9.00 | Dense Graded Bituminous Macadam (Gradeing -II):-
Providing and laying dense graded bituminous macadam Grading-II with 120 TPH batch type HMP producing an average output of 75 tonne per hour using crused aggregates of specified grading premixed with bituminous binder @ 4.50 percent by weight of total mix and filler , transporting the hot mix to work site , layig with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 505 complete in all respects. (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 1,495 | cum | 12,000 ₹1.8 Cr | 10,500 ₹1.6 Cr | 12,000 ₹1.8 Cr | 11,000 ₹1.6 Cr | 10,050 ₹1.5 Cr |
| 10.00 | Tack Coat on (bitumenus Surface):-
Providing and applying tack first coat with VG.- 10 using bitumen pressure distributor at the rate of 0.20 kg per sqm in the norms bituminous surface cleaned with mechanical broom . (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 29,920 | Sqm | 10 ₹3.0 L | 17 ₹5.1 L | 14 ₹4.2 L | 15 ₹4.5 L | 12.7 ₹3.8 L |
Tender Value
₹6.8 Cr
EMD Value
₹13.6 L
Closing Date
7 May 2026, 12:00 pmClosed
Superintending Engineer
S.E. Ballia Circle, P.W.D. Ballia
Work of widening and strengthening of Kopaganj Kasara Road (ODR) Length- 5.500 KM
2026_CEUAZ_1143274_1
1946/NIVIDA(CD-Mau)-BALLIA CIRCLE/2026 Date- 15.04.2026
Open Tender
Civil Works
365 days
MAU
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,590
₹13.6 L
S.E. Ballia Circle, P.W.D. Ballia
15 Jun 2026
30 Apr 2026
7 May 2026
30 Apr 2026
7 May 2026
30 Apr 2026
2 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth Work in Excavation in Trenches :-
Excavation for roadway in soil using manual means including lading in truck for carrying of cut earth to embankment sie with all lifts and lead upto 1000 meter. (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST ) for proper completion of Work. | 3,380 | cum | - | - |
| 2 | 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. (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 13,913 | cum | - | - |
| 3 | Compaction of Earth obtained from roadway cutting:-
Construction of embankment with approved materials deposited at site from road cutting and excavation from drain and foundation of other structure graded and compacted to meet reqirement of table 300-2 (Only Compaction) (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 3,380 | 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 . (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 3,885 | cum | - | - |
| 5 | Scarifying of Flexible Pavements:-
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 7,425 | Sqm | - | - |
| 6 | By Mix in Place Method:-
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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 2,500 | Cum | - | - |
| 7 | Wet Mix Macadem :-
Providing, laying, spreding and compacting graded stone aggregate to wet mix macadam specification including preixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub base / base couse on well prepared surface and compacting with vibratory roller to achieve the disired density . (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 3,535 | cum | - | - |
| 8 | Prime Coat :-
Providing and applying prime coat with bitumien emulsion on prepared surface of granular Base inlcuding clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechinical means .(Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 29,920 | sqm | - | - |
| 9 | Dense Graded Bituminous Macadam (Gradeing -II):-
Providing and laying dense graded bituminous macadam Grading-II with 120 TPH batch type HMP producing an average output of 75 tonne per hour using crused aggregates of specified grading premixed with bituminous binder @ 4.50 percent by weight of total mix and filler , transporting the hot mix to work site , layig with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 505 complete in all respects. (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 1,495 | cum | - | - |
| 10 | Tack Coat on (bitumenus Surface):-
Providing and applying tack first coat with VG.- 10 using bitumen pressure distributor at the rate of 0.20 kg per sqm in the norms bituminous surface cleaned with mechanical broom . (Including cost of bitumen, All Taxes, Labour cess , Royalty etc. but Excluding GST) for proper completion of Work. | 29,920 | Sqm | - | - |
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