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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.7 LAccepted-AOC 0 VILL KAITHAURA MOHAN NAGAR POST BANKATI BANKATI BAZAR BASTI UTTAR PRADESH 272123 | BASTI | UTTAR PRADESH | 272123 | ₹18.7 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹19.3 L+₹59,191.14 (3.16%)Rejected-Finance | ₹19.3 L+₹59,191.14 (3.16%) | L2 | Rejected-Finance L2 |
| 3 | L3₹20.3 L+₹1.6 L (8.47%)Rejected-Finance VILU TULSIPUR POST MOTIGANJ GONDA | GONDA | UTTAR PRADESH | 271001 | ₹20.3 L+₹1.6 L (8.47%) | L3 | Rejected-Finance L3 |
| 4 | L4₹21.6 L+₹2.9 L (15.3%)Rejected-Finance | ₹21.6 L+₹2.9 L (15.3%) | L4 | Rejected-Finance L4 |
| 5 | L5₹22.2 L+₹3.5 L (18.6%)Rejected-Finance | ₹22.2 L+₹3.5 L (18.6%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S ANIL KUMAR SINGH CONSTRUCTION AND GENERAL ORDER SUPPLIERS L3 | BHOLENDRA PRATAP SINGH L2 | AJIT SINGH L6 | MAHIPAL PANDEY L7 | VED PRAKASH OJHA CONTRACTOR L5 | M/S AADYANT INFRA BUILD L1 | Krishna Murari Contruction L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00L-Earth work in digging of connecting Canal on Siswa-Neura Mr. from Km. 2.580 to 3.260 L/S and Siswa Madhaw Mr. from Km. 2.650 to 2.850 R/S of Campierganj Branch including all lead and lift with proper disposal and dressing i/c all labour and T&P etc. | ||||||||||
| 1.01 | Earth work in digging of connecting Canal on Siswa-Neura Mr. from Km. 2.580 to 3.260 L/S and Siswa Madhaw Mr. from Km. 2.650 to 2.850 R/S of Campierganj Branch including all lead and lift with proper disposal and dressing i/c all labour and T&P etc. | 3,432.76 | M3 | 58.8 ₹2,01,846.58 | 70 ₹2,40,293.55 | 78.79 ₹2,70,467.55 | 58 ₹1,99,100.37 | 84 ₹2,88,352.26 | 45 ₹1,54,474.43 Lowest | 70 ₹2,40,293.55 |
| 2.00Constructing V.R.B. (Box Culvert) at Km 2.810 on Naunahawa Village P.W.D. Road for Sisawa Neura Mr. of Campierganj Branch | ||||||||||
| 2.10 | E/W in making Road diversion with dressing & manual compaction for i/c cost of all material,T&P etc. | 247.5 | M3 | 108.24 ₹26,789.4 | 110 ₹27,225 | 124.08 ₹30,709.8 | 80 ₹19,800 Lowest | 112.07 ₹27,737.33 | 80 ₹19,800 Lowest | 90 ₹22,275 |
| 2.20 | E/W in excavation of foundation i/c digging & refilling the trenches with its proper disposal i/c cost of all material, labour and T&P etc. complete | 243.53 | M3 | 95.28 ₹23,203.54 | 100 ₹24,353 | 109 ₹26,544.77 | 60 ₹14,611.8 Lowest | 98.65 ₹24,024.23 | 80 ₹19,482.4 | 90 ₹21,917.7 |
| 2.30 | Centering & shuttering for P.C.C of Raft and Toe Wall i/c cost of all material, labour and T & P etc complete | 66.32 | M2 | 410 ₹27,191.2 | 350 ₹23,212 Lowest | 470 ₹31,170.4 | 500 ₹33,160 | 424.5 ₹28,152.84 | 350 ₹23,212 Lowest | 500 ₹33,160 |
| 2.40 | Laying M-15 (1:2:4) PCC in foundation with crushed stone grit 4.75 mm- 20.00 mm size and chopan coarse sand and i/c cost of all material, labour and T& P etc | 8.34 | M3 | 9,816 ₹81,904.7 | 8,000 ₹66,752 Lowest | 11,252.62 ₹93,891.86 | 10,000 ₹83,440 | 10,163.28 ₹84,802.41 | 8,500 ₹70,924 | 8,500 ₹70,924 |
| 2.50 | Laying M-20 (1:1.5:3) CC in Toe wall with crushed stone grit 4.75 mm- 20.00 mm size and chopan coarse sand and i/c cost of all material, labour and T&P etc | 9.63 | M3 | 9,816 ₹94,577.16 | 8,000 ₹77,080 Lowest | 11,252.62 ₹1,08,418.99 | 10,000 ₹96,350 | 10,163.28 ₹97,923.2 | 8,500 ₹81,897.5 | 9,500 ₹91,532.5 |
| 2.60 | Centering & shuttering for R.C.C Raft slab & Abutment and Pier i/c cost of all material, labour and T& P etc complete | 269.24 | M2 | 836 ₹2,25,082.13 | 900 ₹2,42,313.3 | 958 ₹2,57,929.05 | 1,000 ₹2,69,237 | 880 ₹2,36,928.56 | 310 ₹83,463.47 Lowest | 500 ₹1,34,618.5 |
| 2.70 | Laying M-25 (1:1:2) RCC in Abutment, Pier, Slab, Hunch, Parapet & Retaining wall with crushed stone grit 4.75 mm- 20.00 mm size and chopan coarse sand and i/c cost of all material , labour and T&P etc | 87.55 | M³ | 6,292 ₹5,50,864.6 Lowest | 6,500 ₹5,69,075 | 6,523 ₹5,71,088.65 | 9,000 ₹7,87,950 | 6,492 ₹5,68,374.6 | 6,500 ₹5,69,075 | 9,000 ₹7,87,950 |
Tender Value
Refer Docs
EMD Value
₹64,000
Closing Date
20 Aug 2026, 2:00 pmClosed
EXECUTIVE ENGINEER SARYU DRAINAGE KHAND-3 GONDA
OFFICE OF THE EXECUTIVE ENGINEER SARYU DRAINAGE KHAND-3 GONDA
Project for the reconstruction of the Siswa Neura Minor km 2.580 to 3.260 and Siswa Madhav Minor km 2.650 to 2.850 affected by the construction of the Campierganj Branch in Siddharthnagar district and the construction of a culvert at km 2.810 of the
2026_UPIDC_1169257_1
01/EE/2026-27
Open Tender
Civil Works
Item Rate
90 days
SIDHARTHNAGR
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹64,000
Yes
19 Sept 2026
20 Jul 2026
20 Aug 2026
20 Jul 2026
20 Aug 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1L-Earth work in digging of connecting Canal on Siswa-Neura Mr. from Km. 2.580 to 3.260 L/S and Siswa Madhaw Mr. from Km. 2.650 to 2.850 R/S of Campierganj Branch including all lead and lift with proper disposal and dressing i/c all labour and T&P etc. | |||||
| 1.01 | Earth work in digging of connecting Canal on Siswa-Neura Mr. from Km. 2.580 to 3.260 L/S and Siswa Madhaw Mr. from Km. 2.650 to 2.850 R/S of Campierganj Branch including all lead and lift with proper disposal and dressing i/c all labour and T&P etc. | 1 | M3 | - | - |
| 2Constructing V.R.B. (Box Culvert) at Km 2.810 on Naunahawa Village P.W.D. Road for Sisawa Neura Mr. of Campierganj Branch | |||||
| 2.1 | E/W in making Road diversion with dressing & manual compaction for i/c cost of all material,T&P etc. | - | M3 | - | - |
| 2.2 | E/W in excavation of foundation i/c digging & refilling the trenches with its proper disposal i/c cost of all material, labour and T&P etc. complete | - | M3 | - | - |
| 2.3 | Centering & shuttering for P.C.C of Raft and Toe Wall i/c cost of all material, labour and T & P etc complete | 1 | M2 | - | - |
| 2.4 | Laying M-15 (1:2:4) PCC in foundation with crushed stone grit 4.75 mm- 20.00 mm size and chopan coarse sand and i/c cost of all material, labour and T& P etc | 1 | M3 | - | - |
| 2.5 | Laying M-20 (1:1.5:3) CC in Toe wall with crushed stone grit 4.75 mm- 20.00 mm size and chopan coarse sand and i/c cost of all material, labour and T&P etc | 1 | M3 | - | - |
| 2.6 | Centering & shuttering for R.C.C Raft slab & Abutment and Pier i/c cost of all material, labour and T& P etc complete | 0.8 | M2 | - | - |
| 2.7 | Laying M-25 (1:1:2) RCC in Abutment, Pier, Slab, Hunch, Parapet & Retaining wall with crushed stone grit 4.75 mm- 20.00 mm size and chopan coarse sand and i/c cost of all material , labour and T&P etc | 1 | M³ | - | - |
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