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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC 213 TAJOPUR PASCHIMPURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH 275101 UDYAM UP 55 0009322 | MAU | UTTAR PRADESH | 275101 | ₹1.7 Cr | L1 | Accepted-AOC quoted lowest amount and technically qualified |
| 2 | L2₹1.8 CrRejected-Finance 121004 | ₹1.8 Cr | L2 | Rejected-Finance quoted higher rate than L1 |
| 3 | Rejected-Technical 554 174 KA 1 CHHOTA BARHA ALAMBAGH LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | - | - | Rejected-Technical Technically disqualified |
| 4 | Rejected-Technical 99 SUSHILA BIHAR BHUD BULANDSHAHAR | - | - | Rejected-Technical Technically disqualified |
| 5 | Rejected-Technical N A | PALWAL | HARYANA | 121004 | - | - | Rejected-Technical Technically disqualified |
| Sl No | Description | Qty | Unit | M/S KUMAR MANGLAM CONSTRUCTION L2 | M/S SINGH CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Cleaning thick jungle and thorny bushes without uprooting Above 100 Upto 500 cusec | 44,434 | Sqm | 6.74 ₹2,99,485.16 | 6 ₹2,66,604 Lowest |
| 2.00 | Earth work in Restoration of escape By Machanical Equipment (poclain) with dressing | 31,696.02 | Cum | 56.35 ₹17,86,070.73 | 51.5 ₹16,32,345.03 Lowest |
| 3.00 | Earth filling in making daula and berm with manual compaction, dressing by any means lead up to 30m lift upto 1.50m as per drawing and direction of Engineer in charge | 5,153.58 | CuM | 81.18 ₹4,18,367.62 | 71.5 ₹3,68,480.97 Lowest |
| 4.00 | Scrapping existing internal section cutting and filling upto 8 cm. | 4.85 | per km /m | 5,259.19 ₹25,507.07 | 4,800 ₹23,280 Lowest |
| 5.00 | videography and photography of escape before work, during work and after completion of work by DRONE including providing pen drive and vehicle for movement as per direction and engineer-in-charge. | 7.68 | KM | 2,062.8 ₹15,844.37 | 1,900 ₹14,593.9 Lowest |
| 6.00 | First Class brick work in 1:4 cement and fine sand of 1.25 F.M. mortar in the super-structure including necessary cutting and moulding of bricks as required and also including honey comb brick, work thickness of wall not to be less than 11/2 brick thick, including supply of all materials, labour and T&P etc. required for proper completion of the work. | 35.73 | Cum | 5,252.5 ₹1,87,671.83 | 4,840 ₹1,72,933.2 Lowest |
| 7.00 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. | 0.29 | QTL | 6,398 ₹1,883.57 | 5,896 ₹1,735.78 Lowest |
| 8.00 | R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1-1/2:3 for the R.C.C. columns excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work binding wire cost being included in the item. As in item no. 283 but on R.C.C. columns in 1:1-1/2:3 Rate as in item No. 288 above. | 0.97 | CUM | 9,024 ₹8,753.28 | 8,316 ₹8,066.52 Lowest |
| 9.00 | 12 mm. thick plaster with cement mortar in proportion of 1:4 cement & fine sand of 1.25 F.M. | 72.25 | SQM | 157.58 ₹11,385.16 | 145.2 ₹10,490.7 Lowest |
| 10.00 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied ) | 229.91 | SQM | 57.3 ₹13,173.84 | 52.8 ₹12,139.25 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
13 Jul 2026, 1:00 pmClosed
SE SIX CIRCLE LUCKNOW
SE SIX CIRCLE LUCKNOW
janpad unnao me bighapur scape ke km 0.000 se km 7.681 tk punarsthapna avam service road pr khadanja lgane ka karya
2026_UPIDC_1166530_8
02/SE-6/2026-27
Open Tender
Civil Works
Item Rate
180 days
unnao
please refer tender document
2 documents required · 2 mandatory
₹2,714
₹3.8 L
20 Aug 2026
6 Jul 2026
13 Jul 2026
6 Jul 2026
13 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cleaning thick jungle and thorny bushes without uprooting Above 100 Upto 500 cusec | - | Sqm | - | - |
| 2 | Earth work in Restoration of escape By Machanical Equipment (poclain) with dressing | - | Cum | - | - |
| 3 | Earth filling in making daula and berm with manual compaction, dressing by any means lead up to 30m lift upto 1.50m as per drawing and direction of Engineer in charge | 1 | CuM | - | - |
| 4 | Scrapping existing internal section cutting and filling upto 8 cm. | 1 | per km /m | - | - |
| 5 | videography and photography of escape before work, during work and after completion of work by DRONE including providing pen drive and vehicle for movement as per direction and engineer-in-charge. | - | KM | - | - |
| 6 | First Class brick work in 1:4 cement and fine sand of 1.25 F.M. mortar in the super-structure including necessary cutting and moulding of bricks as required and also including honey comb brick, work thickness of wall not to be less than 11/2 brick thick, including supply of all materials, labour and T&P etc. required for proper completion of the work. | 1 | Cum | - | - |
| 7 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. | 0.6 | QTL | - | - |
| 8 | R.C.C. work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1-1/2:3 for the R.C.C. columns excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work binding wire cost being included in the item. As in item no. 283 but on R.C.C. columns in 1:1-1/2:3 Rate as in item No. 288 above. | 0.97 | CUM | - | - |
| 9 | 12 mm. thick plaster with cement mortar in proportion of 1:4 cement & fine sand of 1.25 F.M. | 72.25 | SQM | - | - |
| 10 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied ) | 229.91 | SQM | - | - |
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