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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAccepted-AOC 142 | ₹6.1 Cr | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹7.0 CrRejected-Finance | ₹7.0 Cr | L2 | Rejected-Finance 2nd lowest |
| 3 | L3₹10.1 CrRejected-Finance 13B ELLORA ENCLAVE DAYAL BAGH AGRA U P | AGRA | AGRA | UTTAR PRADESH | ₹10.1 Cr | L3 | Rejected-Finance 3rd lowest |
| 4 | Rejected-Technical ALAMPUR FATEHPUR JANPAD ALIGARH | ALIGARH | UTTAR PRADESH | - | - | Rejected-Technical Rejected |
| 5 | Rejected-Technical 190 B BILANDPUR NEW COLONY NEAR PRATAP COACHING GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273001 | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | M/S SHIV SHAKTI CONSTRUCTION L1 | M/s Kaiser Construction Engineers and Contractor L2 | NIKHIL CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in Correcting internal section of Mariyahun Branch from Km. 0.000 to Km. 50.200 by hydraulic excavator (Poclain) or equivalent machine with bucket capacity 0.90 m3. Including Tools & Plants etc. Complete as per direction of Engineer in charge. | 13,31,449 | Cum | 38 ₹5,05,95,062 Lowest | 45 ₹5,99,15,205 | 64.5 ₹8,58,78,460.5 |
| 2.00 | Earth work in Restoration of daula of Mariyahun Branch from Km. 0.000 to Km. 50.200 with manual labour proper disposal & dressing Including Tools & Plants etc. Complete as per direction of Engineer in charge. | 29,525 | Cum | 10 ₹2,95,250 Lowest | 50 ₹14,76,250 | 80 ₹23,62,000 |
| 3.00 | Costing & fixing Reinforced cement concrete(1:1.5:3) Boundary pillar ( size 250x250x1600mm) of Mariyahun Branch from Km. 0.000 to Km. 50.200 at every 200 m distance with panting and writing letter on both side including all cost of material,labour Tools & Plants etc. Complete as per direction of Engineer in charge. | 504 | NO. | 4,500 ₹22,68,000 | 1,200 ₹6,04,800 Lowest | 4,500 ₹22,68,000 |
| 4.00 | Costing & fixing Reinforced cement concrete(1:1.5:3) Kilometer pillar ( size 300x300x1050mm) of Mariyahun Branch from Km. 0.000 to Km. 50.200 with panting and writing letter on both side including all cost of material,labour Tools & Plants etc. Complete as per direction of Engineer in charge. | 51 | NO. | 2,900 ₹1,47,900 | 1,200 ₹61,200 Lowest | 2,775 ₹1,41,525 |
| 5.00 | Costing & fixing Reinforced cement concrete(1:1.5:3) Hectometer pillar ( size 150x150x750mm) of Mariyahun Branch from Km. 0.000 to Km. 50.200 at every 200 metre distance with panting and writing letter on both side including all cost of material,labour Tools & Plants etc. Complete as per direction of Engineer in charge. | 200 | NO. | 900 ₹1,80,000 Lowest | 1,200 ₹2,40,000 | 900 ₹1,80,000 Lowest |
| 6.00 | Dressing of executed earth in canal banks & its both outer side slops of Mariyahun Branch from Km. 0.000 to Km. 50.200 including all cost of material,labour Tools & Plants etc. Complete as per direction of Engineer in charge. | 11,04,400 | Sqm | 1 ₹11,04,400 Lowest | 2.25 ₹24,84,900 | 3.5 ₹38,65,400 |
| 7.00 | Earth work in excavation of foundation in all type of soil including all lead,lift ,labour Tools & Plants etc. Complete as per direction of Engineer in charge. | 573.9 | Cum | 100 ₹57,390 | 60 ₹34,434 Lowest | 90 ₹51,651 |
| 8.00 | Laying Plain Cement Concrete in( 1:3:6) with maximum size of 40 mm crushed stone ballast & Coarse sand having Finessmodulus not less than 2.0 including all cost of ,labour Tools & Plants etc. Complete as per direction of Engineer in charge. | 130.8 | Cum | 6,500 ₹8,50,200 | 3,700 ₹4,83,960 Lowest | 6,200 ₹8,10,960 |
| 9.00 | Laying Cement Concrete in (1:1.5:3) with maximum size 20 mm crushed stone ballast & Coarse sand having Finessmodulus not less than 2.0 including all cost of labour Tools & Plants etc. Complete as per direction of Engineer in charge. | 235.4 | Cum | 8,500 ₹20,00,900 | 6,600 ₹15,53,640 Lowest | 8,300 ₹19,53,820 |
| 10.00 | Laying Local sand including screening work and stacking at quarry site including all cost of labour Tools & Plants etc. Complete as per direction of Engineer in charge. | 123.8 | Cum | 2,200 ₹2,72,360 | 1,400 ₹1,73,320 Lowest | 1,950 ₹2,41,410 |
Tender Value
₹12.3 Cr
EMD Value
₹24.6 L
Closing Date
7 Mar 2026, 2:00 pmClosed
Superintending Engineer
S.E. 18th Circle Irrigation Works, Govindpur, Prayagraj
As per Tender Notice No. 03/S.E./2025-26 Lot 1
2026_UPIDC_1114946_1
03/S.E./2025-26
Open Tender
Civil Works - Canal
Item Rate
S.E. 18th Circle Irrigation Works Prayagraj
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,354
₹24.6 L
Prayagraj
15 May 2026
19 Feb 2026
7 Mar 2026
19 Feb 2026
7 Mar 2026
19 Feb 2026
20 Feb 2026
Earth work in Correcting internal section of Mariyahun Branch from Km. 0.000 to Km. 50.200 by hydraulic excavator (Poclain) or equivalent machine with bucket capacity 0.90 m3. Including Tools & Plants etc. Complete as per direction of Engineer in charge.
Earth work in Restoration of daula of Mariyahun Branch from Km. 0.000 to Km. 50.200 with manual labour proper disposal & dressing Including Tools & Plants etc. Complete as per direction of Engineer in charge.
Costing & fixing Reinforced cement concrete(1:1.5:3) Boundary pillar ( size 250x250x1600mm) of Mariyahun Branch from Km. 0.000 to Km. 50.200 at every 200 m distance with panting and writing letter on both side including all cost of material,labour Tools & Plants etc. Complete as per direction of Engineer in charge.
Costing & fixing Reinforced cement concrete(1:1.5:3) Kilometer pillar ( size 300x300x1050mm) of Mariyahun Branch from Km. 0.000 to Km. 50.200 with panting and writing letter on both side including all cost of material,labour Tools & Plants etc. Complete as per direction of Engineer in charge.
Costing & fixing Reinforced cement concrete(1:1.5:3) Hectometer pillar ( size 150x150x750mm) of Mariyahun Branch from Km. 0.000 to Km. 50.200 at every 200 metre distance with panting and writing letter on both side including all cost of material,labour Tools & Plants etc. Complete as per direction of Engineer in charge.
Dressing of executed earth in canal banks & its both outer side slops of Mariyahun Branch from Km. 0.000 to Km. 50.200 including all cost of material,labour Tools & Plants etc. Complete as per direction of Engineer in charge.
Earth work in excavation of foundation in all type of soil including all lead,lift ,labour Tools & Plants etc. Complete as per direction of Engineer in charge.
Laying Plain Cement Concrete in( 1:3:6) with maximum size of 40 mm crushed stone ballast & Coarse sand having Finessmodulus not less than 2.0 including all cost of ,labour Tools & Plants etc. Complete as per direction of Engineer in charge.
Laying Cement Concrete in (1:1.5:3) with maximum size 20 mm crushed stone ballast & Coarse sand having Finessmodulus not less than 2.0 including all cost of labour Tools & Plants etc. Complete as per direction of Engineer in charge.
Laying Local sand including screening work and stacking at quarry site including all cost of labour Tools & Plants etc. Complete as per direction of Engineer in charge.
Supply and laying stone ballast 20 to 40 mmincluding all cost of materials, labour Tools & Plants etc. Complete as per direction of Engineer in charge.
Dry brick on end pitchining including preparation of sub grade and filling joint with local sand including cost of sand including all cost of labour,materials, Tools & Plants etc. Complete as per direction of Engineer in charge.
centering and shuttering Construction of profile including all cost of labour,materials, Tools & Plants etc. Complete as per direction of Engineer in charge.
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