Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 CrAccepted-AOC | ₹7.2 Cr | L1 | Accepted-AOC technically qualfied and quoted lowest amount |
| 2 | L2₹7.5 CrRejected-Finance NAYA GAON CHANDPUR BULANDSHAHAR UP | GONDA | UTTAR PRADESH | 271001 | ₹7.5 Cr | L2 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| 3 | L3₹7.6 CrRejected-Finance 0 0 0 NEAR DAK BUNGLOW NH 1 A NH 1A UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 UDYAM JK 22 0002496 01AFRPJ1985K1Z4 R M | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹7.6 Cr | L3 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| 4 | L4₹7.9 CrRejected-Finance 13B ELLORA ENCLAVE DAYAL BAGH AGRA U P | AGRA | AGRA | UTTAR PRADESH | ₹7.9 Cr | L4 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| 5 | L5₹8.1 CrRejected-Finance KRISHNA COMPLEX JAIN COLLEGE ROAD SAHARANPUR UTTAR PRADESH PIN CODE 247001 | SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹8.1 Cr | L5 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| Sl No | Description | Qty | Unit | SHIVAM ENTERPRISES L3 | Durga Engineers and Earth Movers L5 | ARUN CONSTRUCTION L1 | M/S UNITE ENTERPRISES L2 | NIKHIL CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | E/W for clearance of branch canal by Hydraulic excavator of capacity 60 cum per hour including dressing of excaveted earth all lead and lift as per direction of eng-in-charge. | 3,14,165.18 | Cum | 40 ₹1.3 Cr | 65 ₹2.0 Cr | 45 ₹1.4 Cr | 45 ₹1.4 Cr | 50.25 ₹1.6 Cr |
| 2.00 | Cleaning thick jungle and thorny bushes without uprooting above 500 cusec | 3,64,000 | sqm | 4 ₹14.6 L | 0.99 ₹3.6 L | 4 ₹14.6 L | 4.5 ₹16.4 L | 3 ₹10.9 L |
| 3.00 | Constraction of Subgrade and earthen shoulders with approved material obtained from Borrow Pits with all Lifts and Leads transporting to site, spreading Grading to Required Slop and Compacted to meet Requirement of Table 300.2 With lead upto 1000M as per Technical Specification Clause 303.1 | 4,419.33 | cum | 116 ₹5.1 L | 65 ₹2.9 L | 80 ₹3.5 L | 95 ₹4.2 L | 105 ₹4.6 L |
| 4.00 | Earthwork in Making Daula with manual compaction , dressing by any means, lead upto 30m & lift upto1.50m . | 3,923.4 | cum | 80 ₹3.1 L | 50 ₹2.0 L | 65 ₹2.6 L | 95 ₹3.7 L | 80 ₹3.1 L |
| 5.00 | Laying brick soling layer on prepared sub-grade with brick on edge accoridng to lines, graded and cross section shown on the drawing filling joints with sand and earth, spreading 25mm thick layer of earth over brick soiling, watering and rolling the same with three wheel road roller 80-100 Kn as per MORD Technical Spacification Clause 412. | 13,500 | sqm | 600 ₹81 L | 550 ₹74.3 L | 500 ₹67.5 L | 510 ₹68.8 L | 575 ₹77.6 L |
| 6.00 | Laying Plain Cement Concrete (M-15) 1:2:4 with stone grit including cost of material, labour, T&p etc, complete.Workdone as per as per Drawing & direction of engineer-in-charge. | 765.56 | cum | 7,200 ₹55.1 L | 8,000 ₹61.2 L | 6,000 ₹45.9 L | 7,850 ₹60.1 L | 6,800 ₹52.1 L |
| 7.00 | Class 150 Brick work in 1:4 CM including 3 M lift and 60 M lead including all cost of material, labour, T&P etc. complete.Workdone as per Drawing & direction of engineer-in-charge. | 689.02 | Cum | 6,600 ₹45.5 L | 6,000 ₹41.3 L | 5,500 ₹37.9 L | 5,845 ₹40.3 L | 6,400 ₹44.1 L |
| 8.00 | Centring and shuttering For C.C. / R.C.C. Work including rent of shuttering & all cost of labour and material T&P etc. required for porper completion of the work/M2.For bridge slab above 3.00m span.Workdone as per as per Drawing & direction of engineer-in-charge.
UP 3 M SPAN VRB | 1,312.19 | Sqm | 725 ₹9.5 L | 450 ₹5.9 L | 700 ₹9.2 L | 345 ₹4.5 L | 920 ₹12.1 L |
| 9.00 | Centring and shuttering For C.C. / R.C.C. Work including rent of shuttering & all cost of labour and material T&P etc. required for porper completion of the work/M2.For bridge slab above 3.00m span.Workdone as per as per Drawing & direction of engineer-in-charge.
ABOVE 3 M SPAN VRB | 3,732.71 | Cum | 775 ₹28.9 L | 1,000 ₹37.3 L | 800 ₹29.9 L | 545 ₹20.3 L | 950 ₹35.5 L |
| 10.00 | (Steel Reinforcement) Bending ,Binding, Cutting and Placing in position reinforcement including all cost of labour and material T&P etc. required for porper completion of the work/MT.Workdone as per as per Drawing & direction of engineer-in-charge. | 165.71 | MT | 85,000 ₹1.4 Cr | 85,000 ₹1.4 Cr | 80,000 ₹1.3 Cr | 83,000 ₹1.4 Cr | 91,000 ₹1.5 Cr |
Tender Value
₹9.5 Cr
EMD Value
₹19.0 L
Closing Date
17 Oct 2025, 1:00 pmClosed
SE SIX CIRCLE LUCKNOW
SE Six circle lucknow
Janpad unnao me aasiwan shakha ke badhe huye barmo ki kating dwara kshamta punarsathapana avam aasiwan shakha pranali ke anay mahatavpurn sanrachano ke punarnirman ka karya
2025_UPIDC_1081543_11
03/SE-6/2025-26
Open Tender
Civil Works
360 days
unnao
Please refer tender document
2 documents required · 2 mandatory
₹7,354
₹19.0 L
SE Six circle lucknow
28 Feb 2026
10 Oct 2025
17 Oct 2025
10 Oct 2025
17 Oct 2025
10 Oct 2025
13 Oct 2025
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.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 • 5.54 MB
BOQ_1980099.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid