Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-Finance | ₹2.5 Cr | L1 | Accepted-Finance AS PER FINANCIAL EVALUATION |
| 2 | L2₹2.5 Cr+₹1.2 L (0.50%)Rejected-Finance | ₹2.5 Cr+₹1.2 L (0.50%) | L2 | Rejected-Finance AS PER FINANCIAL EVALUATION |
| 3 | L3₹2.5 Cr+₹5.0 L (2.00%)Rejected-Finance 190 B BILANDPUR NEW COLONY NEAR PRATAP COACHING GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273001 | ₹2.5 Cr+₹5.0 L (2.00%) | L3 | Rejected-Finance AS PER FINANCIAL EVALUATION |
| 4 | Rejected-Technical | - | - | Rejected-Technical AS PER TECHNICAL EVALUATION |
| 5 | Rejected-Technical GRAM TINANHARI POST NATHNAGAR THANA MAHULI DISTRICT SANT KABIR NAGAR | AMROHA | UTTAR PRADESH | 244102 | - | - | Rejected-Technical AS PER TECHNICAL EVALUATION |
| Sl No | Description | Qty | Unit | M/S ABHAY ASSOCIATES L3 | M/s Asha Colonizers and Contractors Private Limited L1 | RAM NARAYAN YADAV L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation including digging and refilling the trenches with all lead & lift including cost of labour, T&P with manual compaction & dressing reqired for proper completion of work as directed by Engineer-in-Charge and as per I.D. specifications. | 3,951.64 | Cum | 70 ₹2,76,614.8 | 54 ₹2,13,388.56 | 45 ₹1,77,823.8 Lowest |
| 2.00 | Earth work in filling in slope with counter berm and etc with all lead & lift including cost of labour and T&P with manual compaction & dressing reqired for proper completion of work as directed by Engineer-in-charge and as per I.D. specifications. | 1,666.56 | Cum | 130 ₹2,16,652.8 | 138 ₹2,29,985.28 | 115 ₹1,91,654.4 Lowest |
| 3.00 | Supplying and laying Geo textile (sheet) 200 gsm thick including cost of all materials, labour and T&P with all leads and lift/down for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specifications. | 22,250 | Sqm | 85 ₹18,91,250 | 70 ₹15,57,500 Lowest | 90 ₹20,02,500 |
| 4.00 | Providing and Laying of Mzp stone boulder in toe wall (25 to 40 kg minimum dimension 200mm) in Mechanically Woven Double Twisted Hexagonal Shaped class 2 as per IS code 16014 : 2024 of required sizes 1.00x1.00x0.45m Mesh Type 10.00x12.00cm Zink and PVC coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of launching apron and Gabion wall including all material, labour, T&P, carrage, loading, unloading, Royalty, all taxes but excluding GST etc. and tying with lacing wire all complete as per directions of engineer-in-charge. | 1,277.28 | Cum | 5,700 ₹72,80,496 | 5,300 ₹67,69,584 Lowest | 5,500 ₹70,25,040 |
| 5.00 | Providing and Laying of Mzp stone boulder in slope pitching (25 to 40 kg minimum dimension 200mm) in Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh 0.30m High Gabion Boxes as per IS 16014 : 2024 of required sizes 3.00x1.00x0.30m (2 No. diaphragms size 2x0.30 across the length of Gabion) Mesh Type 10.00x12.00cm Zink and PVC coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and tying with lacing wire of dia 2.2/3.2mm (ID/OD) including carrage, loading, unloading, stacking and tying with lacing wire all complete as per directions of engineer-in-charge. | 2,292.43 | Cum | 6,000 ₹1,37,54,580 | 6,100 ₹1,39,83,823 | 5,900 ₹1,35,25,337 Lowest |
| 6.00 | Supplying and laying Local Sand as filter material including cost of all materials, labour and T&P with all leads and lift/down for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. | 86.25 | Cum | 750 ₹64,687.5 | 730 ₹62,962.5 Lowest | 1,000 ₹86,250 |
| 7.00 | Centering and shuttering for CC work including cost of all materials, labour and T&P with all leads and up lift/down lift for proper completion of work as directed by Engineer-in-Charge as per I.D. specification. | 1,012.84 | Sqm | 350 ₹3,54,494 Lowest | 410 ₹4,15,264.4 | 450 ₹4,55,778 |
| 8.00 | Plain Cement Concrete M15 grade in Cascade Drain(Chute Drain / Rain shuit ) with Coarse Sand having F.M. Not less than 2.5, Crushed Stone Aggregate of nominal size of 12.5 mm to 20 mm, Mechanically mixed, placed in position and properly compacted including cost of all materials, labour and T&P with all leads and lift/down for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. | 180.85 | Cum | 8,500 ₹15,37,225 Lowest | 9,100 ₹16,45,735 | 8,500 ₹15,37,225 Lowest |
Tender Value
Refer Docs
EMD Value
₹6.2 L
Closing Date
5 Jun 2026, 1:00 pmClosed
SUPERINTENDING ENGINEER
SUPERINTENDING ENGINEER GANDAK IRRIGATION WORK CIRCLE-1, GORAKHPUR
Protective works of left track from Km 35.050 to Km 35.150 and Km 35.675 to Km 36.075 of Main Western Gandak Canal
2026_UPIDC_1151591_1
02/SE/2026-27
Open Tender
Civil Works
Item Wise
120 days
KUSHINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,454
₹6.2 L
Yes
16 Jun 2026
22 May 2026
5 Jun 2026
22 May 2026
5 Jun 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation including digging and refilling the trenches with all lead & lift including cost of labour, T&P with manual compaction & dressing reqired for proper completion of work as directed by Engineer-in-Charge and as per I.D. specifications. | 3,951.64 | Cum | - | - |
| 2 | Earth work in filling in slope with counter berm and etc with all lead & lift including cost of labour and T&P with manual compaction & dressing reqired for proper completion of work as directed by Engineer-in-charge and as per I.D. specifications. | 1,666.56 | Cum | - | - |
| 3 | Supplying and laying Geo textile (sheet) 200 gsm thick including cost of all materials, labour and T&P with all leads and lift/down for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specifications. | 22,250 | Sqm | - | - |
| 4 | Providing and Laying of Mzp stone boulder in toe wall (25 to 40 kg minimum dimension 200mm) in Mechanically Woven Double Twisted Hexagonal Shaped class 2 as per IS code 16014 : 2024 of required sizes 1.00x1.00x0.45m Mesh Type 10.00x12.00cm Zink and PVC coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of launching apron and Gabion wall including all material, labour, T&P, carrage, loading, unloading, Royalty, all taxes but excluding GST etc. and tying with lacing wire all complete as per directions of engineer-in-charge. | 1,277.28 | Cum | - | - |
| 5 | Providing and Laying of Mzp stone boulder in slope pitching (25 to 40 kg minimum dimension 200mm) in Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh 0.30m High Gabion Boxes as per IS 16014 : 2024 of required sizes 3.00x1.00x0.30m (2 No. diaphragms size 2x0.30 across the length of Gabion) Mesh Type 10.00x12.00cm Zink and PVC coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and tying with lacing wire of dia 2.2/3.2mm (ID/OD) including carrage, loading, unloading, stacking and tying with lacing wire all complete as per directions of engineer-in-charge. | 2,292.43 | Cum | - | - |
| 6 | Supplying and laying Local Sand as filter material including cost of all materials, labour and T&P with all leads and lift/down for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. | 86.25 | Cum | - | - |
| 7 | Centering and shuttering for CC work including cost of all materials, labour and T&P with all leads and up lift/down lift for proper completion of work as directed by Engineer-in-Charge as per I.D. specification. | 1,012.84 | Sqm | - | - |
| 8 | Plain Cement Concrete M15 grade in Cascade Drain(Chute Drain / Rain shuit ) with Coarse Sand having F.M. Not less than 2.5, Crushed Stone Aggregate of nominal size of 12.5 mm to 20 mm, Mechanically mixed, placed in position and properly compacted including cost of all materials, labour and T&P with all leads and lift/down for proper completion of work as directed by Engineer-in-Charge as per drawing and I.D. specification. | 180.85 | Cum | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.88 MB
BID01.pdf
Tender Documents • 2.93 MB
BOQ_2157045.xls
BOQ • 0.28 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .