Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-AOC 121004 | ₹4.2 Cr | L1 | Accepted-AOC technically qualified and quoted lowest amount |
| 2 | L2₹4.5 Cr+₹29.5 L (6.95%)Rejected-Finance NAYA GAON CHANDPUR BULANDSHAHAR UP | GONDA | UTTAR PRADESH | 271001 | ₹4.5 Cr+₹29.5 L (6.95%) | L2 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| 3 | L3₹4.7 Cr+₹50.0 L (11.8%)Rejected-Finance | ₹4.7 Cr+₹50.0 L (11.8%) | L3 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| 4 | Rejected-Technical KRISHNA COMPLEX JAIN COLLEGE ROAD SAHARANPUR UTTAR PRADESH PIN CODE 247001 | SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | - | - | Rejected-Technical Technically disqualified |
| Sl No | Description | Qty | Unit | M/S KUMAR MANGLAM CONSTRUCTION L1 | M/S UNITE ENTERPRISES L2 | M/S PRABHAT TRADERS L3 |
|---|---|---|---|---|---|---|
| 1.00 | cleaning thick jungle and thorney bushes without uprooting with proper disposal.(service road & dowla) | 86,296.96 | SQM | 1 ₹86,296.96 Lowest | 4.5 ₹3,88,336.31 | 1 ₹86,296.96 Lowest |
| 2.00 | Earth work in dressing including cutting and filling of depressions with proper ramming and leveling of work including all cost of T&P, Labour, machinarey etc Complete as per drawing with initial lead and lift. | 52,738.54 | CUM | 20 ₹10,54,770.88 Lowest | 58 ₹30,58,835.55 | 50 ₹26,36,927.2 |
| 3.00 | 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. | 88,095 | SQM | 455 ₹4,00,83,225 Lowest | 460.15 ₹4,05,36,914.25 | 490 ₹4,31,66,550 |
| 4.00 | Earth work in foundation in all type of soil including with back filling. | 652.76 | CUM | 134 ₹87,469.71 | 72 ₹46,998.65 | 30 ₹19,582.77 Lowest |
| 5.00 | Laying C.C. 1:2:4 in boxing of outlet pipe with stone ballast & coarse sand. | 55.02 | CUM | 5,200 ₹2,86,124.8 Lowest | 6,750 ₹3,71,412 | 8,000 ₹4,40,192 |
| 6.00 | Laying C.C (M-10) 1:3:6 in with stone ballast of size 20mm with coarse sand. | 29.43 | CUM | 5,300 ₹1,55,979 Lowest | 5,750 ₹1,69,222.5 | 8,000 ₹2,35,440 |
| 7.00 | Class-150 brick work in 1:4 With cement , coarse sand in but including cost of all material labour T&P etc. | 105.59 | CUM | 6,000 ₹6,33,528 Lowest | 6,150 ₹6,49,366.2 | 6,500 ₹6,86,322 |
| 8.00 | 12.5mm cement plaster 1:4 cement & coarse sane including all material, labour and T&P etc. required for proper completion of work. | 387.54 | SQM | 120 ₹46,504.8 Lowest | 195 ₹75,570.3 | 200 ₹77,508 |
| 9.00 | Laying & aligning to P.V.C. pipe of 160 mm proper in outlet with including all cost of labour & material. | 301.5 | RM | 130 ₹39,195 Lowest | 432 ₹1,30,248 | 400 ₹1,20,600 |
Tender Value
₹6.1 Cr
EMD Value
₹12.3 L
Closing Date
30 Jul 2026, 1:00 pmClosed
SE SIX CIRCLE LUCKNOW
Office of SE Six circle lucknow
Janpad Shahjahapur lakhimpurkhiri Hardoi me hardoi sakha ke km 85.150 se km 110.248 tak ke madhya bayi patri pr brick on edge soling ka karya
2026_UPIDC_1171146_5
03/SE-6/2026-27
Open Tender
Civil Works
Item Rate
270 days
Hardoi
Please refer tender document
2 documents required · 2 mandatory
₹2,714
₹12.3 L
Yes
Office of SE Six circle lucknow
15 Sept 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | cleaning thick jungle and thorney bushes without uprooting with proper disposal.(service road & dowla) | 0.2 | SQM | - | - |
| 2 | Earth work in dressing including cutting and filling of depressions with proper ramming and leveling of work including all cost of T&P, Labour, machinarey etc Complete as per drawing with initial lead and lift. | 0.6 | CUM | - | - |
| 3 | 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. | - | SQM | - | - |
| 4 | Earth work in foundation in all type of soil including with back filling. | 0.6 | CUM | - | - |
| 5 | Laying C.C. 1:2:4 in boxing of outlet pipe with stone ballast & coarse sand. | - | CUM | - | - |
| 6 | Laying C.C (M-10) 1:3:6 in with stone ballast of size 20mm with coarse sand. | 1 | CUM | - | - |
| 7 | Class-150 brick work in 1:4 With cement , coarse sand in but including cost of all material labour T&P etc. | 0.2 | CUM | - | - |
| 8 | 12.5mm cement plaster 1:4 cement & coarse sane including all material, labour and T&P etc. required for proper completion of work. | - | SQM | - | - |
| 9 | Laying & aligning to P.V.C. pipe of 160 mm proper in outlet with including all cost of labour & material. | - | RM | - | - |
stage.html
html • 0.05 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 • 3.07 MB
BIDDOCshahjaha5.pdf
Tender Documents • 1.65 MB
BOQ_2198288.xls
BOQ • 0.34 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .