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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹54.9 LAccepted-AOC | ₹54.9 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹58.3 LRejected-Finance GSTIN: 09AWEPS5366F1Z5CHIRA GHORAWAL SONBHADRA | ₹58.3 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹59.7 LRejected-Finance | ₹59.7 L | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹60.0 LRejected-Finance | ₹60.0 L | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹60.8 LRejected-Finance GSTIN: 09ACSPU1555C1Z9VILLAGE AND POST PIPRA GAUTAM TEHSIL AND DISTRICT BASTI UTTAR PRADESH | GONDA | UTTAR PRADESH | 271305 | ₹60.8 L | L-5 | Rejected-Finance L-5 |
| Sl No | Description | Qty | Unit | M/S ADITYA CONSTRUCTION COMPANY L5 | M/S Shiv Dhar Tiwari L9 | M/S KAMLA COMNUCATION L10 | M/S DEV BRAT SINGH L2 | M/S INDRAJEET SINGH L7 | SANTOSH KUMAR L1 | MS VIJAY KUMAR SINGH L3 | VISHNU SINGH L6 | S.B. ENTERPRISES L4 | BIRENDRA KUMAR SINGH L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation of pile of soil stacked on left bank of canal for preparation of sub grade including all cost of labour, T&P lead & lift for all types of soil and any other power transport. required for proper completion of work. | 4,952.1 | CUM | 35 ₹1.7 L | 40 ₹2.0 L | 40.1 ₹2.0 L | 74.74 ₹3.7 L | 32 ₹1.6 L | 22.1 ₹1.1 L | 28.7 ₹1.4 L | 25 ₹1.2 L | 38 ₹1.9 L | 44 ₹2.2 L |
| 2.00 | Making Daula on left side of canal. | 3,448 | RM | 10 ₹34,480 | 10 ₹34,480 | 10.5 ₹36,204 | 12.45 ₹42,927.60 | 10 ₹34,480 | 8 ₹27,584 | 7.65 ₹26,377.20 | 6 ₹20,688 | 9 ₹31,032 | 10 ₹34,480 |
| 3.00 | Earth work required for making daula with up to 1.0KM. lead by Tractor Trolly including labour charges and T&P etc. | 2,747.63 | CUM | 80 ₹2.2 L | 120 ₹3.3 L | 120.5 ₹3.3 L | 74.74 ₹2.1 L | 80 ₹2.2 L | 69 ₹1.9 L | 89.3 ₹2.5 L | 90 ₹2.5 L | 86 ₹2.4 L | 135 ₹3.7 L |
| 4.00 | Earth work required for filling the dipression or providing shoulder to road for prepration of sub grade with up to 1.0 Km. lead by Tractor Trolly including labour charges and T&P etc. with (mechanical compaction) including cost of proper dressing and watering to bring it at OMC required for proper completion of work. | 1,563.68 | CUM | 100 ₹1.6 L | 160 ₹2.5 L | 161 ₹2.5 L | 68.51 ₹1.1 L | 130 ₹2.0 L | 85 ₹1.3 L | 111.63 ₹1.7 L | 100 ₹1.6 L | 96 ₹1.5 L | 170 ₹2.7 L |
| 5.00 | Construction of granular sub-base by Providing stone agreegate of size 53-2.36mm and below of well graded material, laying spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotator at O.M.C. and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401 (GSB Grade-1) | 1,783.5 | CUM | 1,200 ₹21.4 L | 1,840 ₹32.8 L | 1,830 ₹32.6 L | 1,146 ₹20.4 L | 1,450 ₹25.9 L | 1,040 ₹18.5 L | 1,175.91 ₹21.0 L | 1,500 ₹26.8 L | 1,086 ₹19.4 L | 1,400 ₹25.0 L |
| 6.00 | WBM Grade-II Providing and Laying, spreading approved stone aggregate of 45-63 mm gauge size to water bound macadam Grade-II specification including spreading in uniform thickness, hand packing, rolling smooth wheeled roller 80-100 Kn in stages to proper grade and Camber, applying and brooming 11.2mm size stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Techincal clause 405. | 1,003.22 | CUM | 1,500 ₹15.0 L | 2,510 ₹25.2 L | 2,570 ₹25.8 L | 1,373 ₹13.8 L | 1,700 ₹17.1 L | 1,435 ₹14.4 L | 1,608.88 ₹16.1 L | 1,700 ₹17.1 L | 1,586 ₹15.9 L | 1,700 ₹17.1 L |
| 7.00 | WBM Grade-III Providing and Laying, spreading 10cm Loose (after compaction 7.50cm) approved stone aggregate of 53-22.40 mm gauge size to water bound macadam Grade-III specification including spreading in uniform thickness, hand packing, rolling smooth wheeled roller 80-100 Kn in stages to proper grade and Camber, applying and brooming 11.2mm size stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Techincal clause 405. | 1,003.22 | cum | 1,600 ₹16.1 L | 2,300 ₹23.1 L | 2,352 ₹23.6 L | 1,494 ₹15.0 L | 1,800 ₹18.1 L | 1,441 ₹14.5 L | 1,479.92 ₹14.8 L | 1,465 ₹14.7 L | 1,586 ₹15.9 L | 1,700 ₹17.1 L |
| 8.00 | Brick edging on both sides of Roads of straight over burnt brick class 275, 8 cm wide and 12 cm deep laid with mud mortor including labour & supply of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth as directed by the E/I. | 3.57 | Km. | 70,000 ₹2.5 L | 80,000 ₹2.9 L | 81,100 ₹2.9 L | 51,077 ₹1.8 L | 70,000 ₹2.5 L | 81,000 ₹2.9 L | 52,300 ₹1.9 L | 70,000 ₹2.5 L | 78,000 ₹2.8 L | 80,000 ₹2.9 L |
Tender Value
Refer Docs
EMD Value
₹1.9 L
Closing Date
14 Oct 2025, 2:00 pmClosed
Superintending Engineer, B S C C C-2 Mzp
Superintending Engineer, Bansagar Canal Construction Circle-2, Mirzapur
Construction WBM road at L/S From K.m. 0.000 to K.m. 3.577 of M.K.F.C.
2025_UPIDC_1078929_2
04/SE/2025-26
Open Tender
Civil Works
180 days
Mirzapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
₹1.9 L
11 Dec 2025
3 Oct 2025
14 Oct 2025
4 Oct 2025
14 Oct 2025
4 Oct 2025
Amount
Excavation of pile of soil stacked on left bank of canal for preparation of sub grade including all cost of labour, T&P lead & lift for all types of soil and any other power transport. required for proper completion of work.
Making Daula on left side of canal.
Earth work required for making daula with up to 1.0KM. lead by Tractor Trolly including labour charges and T&P etc.
Earth work required for filling the dipression or providing shoulder to road for prepration of sub grade with up to 1.0 Km. lead by Tractor Trolly including labour charges and T&P etc. with (mechanical compaction) including cost of proper dressing and watering to bring it at OMC required for proper completion of work.
Construction of granular sub-base by Providing stone agreegate of size 53-2.36mm and below of well graded material, laying spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotator at O.M.C. and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401 (GSB Grade-1)
WBM Grade-II Providing and Laying, spreading approved stone aggregate of 45-63 mm gauge size to water bound macadam Grade-II specification including spreading in uniform thickness, hand packing, rolling smooth wheeled roller 80-100 Kn in stages to proper grade and Camber, applying and brooming 11.2mm size stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Techincal clause 405.
WBM Grade-III Providing and Laying, spreading 10cm Loose (after compaction 7.50cm) approved stone aggregate of 53-22.40 mm gauge size to water bound macadam Grade-III specification including spreading in uniform thickness, hand packing, rolling smooth wheeled roller 80-100 Kn in stages to proper grade and Camber, applying and brooming 11.2mm size stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Techincal clause 405.
Brick edging on both sides of Roads of straight over burnt brick class 275, 8 cm wide and 12 cm deep laid with mud mortor including labour & supply of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth as directed by the E/I.
M/S DEV BRAT SINGH (BID ID -5605656)
MS VIJAY KUMAR SINGH (BID ID -5606409)
S.B. ENTERPRISES (BID ID -5606222)
M/S ADITYA CONSTRUCTION COMPANY (BID ID -5599747)
VISHNU SINGH (BID ID -5605041)
M/S INDRAJEET SINGH (BID ID -5607343)
BIRENDRA KUMAR SINGH (BID ID -5606308)
M/S Shiv Dhar Tiwari (BID ID -5604417)
M/S KAMLA COMNUCATION (BID ID -5604447)
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