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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC | ₹2.9 Cr | L1 | Accepted-AOC technically qualified and quoted lowest amount |
| 2 | L2₹2.9 Cr+₹2.8 L (0.97%)Rejected-Finance 121004 | ₹2.9 Cr+₹2.8 L (0.97%) | L2 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| 3 | L3₹3.1 Cr+₹20.9 L (7.28%)Rejected-Finance 01 REWARI REWARI HARYANA 123401 | REWARI | HARYANA | 123401 | ₹3.1 Cr+₹20.9 L (7.28%) | L3 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| 4 | L4₹3.1 Cr+₹23.0 L (8.02%)Rejected-Finance 0 BAGHI NAUGARH NAUGARH CHANDAULI UTTAR PRADESH 232111 | CHANDAULI | UTTAR PRADESH | 232111 | ₹3.1 Cr+₹23.0 L (8.02%) | L4 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| 5 | L5₹3.1 Cr+₹25.1 L (8.74%)Rejected-Finance 692 BAHRA SAUDAGAR NABI PURWA HARDOI UTTAR PRADESH | HARDOI | HARDOI | UTTAR PRADESH | ₹3.1 Cr+₹25.1 L (8.74%) | L5 | Rejected-Finance QUOTED HIGHER RATE THAN L1 |
| Sl No | Description | Qty | Unit | M/S ASHISH KUMAR L3 | M/S KUMAR MANGLAM CONSTRUCTION L2 | SHIVAM ENTERPRISES L7 | M/S Singh Construction L8 | NIRBHAY KUMAR MISHRA L5 | M/S UNITE ENTERPRISES L6 | AKANKSHA ASSOCIATES L4 | ARUN CONSTRUCTION L1 | M/S PRABHAT TRADERS L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Cleaning thick jungle and thorney bushes without uprooting. | 62,880 | M² | 3 ₹1,88,640 | 4.63 ₹2,91,134.4 | 3.5 ₹2,20,080 | 4.5 ₹2,82,960 | - | 5.5 ₹3,45,840 | 3 ₹1,88,640 | 4 ₹2,51,520 | 1 ₹62,880 Lowest |
| 2.00 | Earth work in Restoring of Canal LEFT BANK Section.all work Done as par Drawing & direction of Engineer-in- charge including cost of all material, Labour T&P etc . | 54,807.5 | M³ | 56 ₹30,69,220 | 34.6 ₹18,96,339.5 | 69.5 ₹38,09,121.25 | 80 ₹43,84,600 | 30 ₹16,44,225 Lowest | 58 ₹31,78,835 | 60 ₹32,88,450 | 60 ₹32,88,450 | 65 ₹35,62,487.5 |
| 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. | 50,250 | M² | 540 ₹2,71,35,000 | 523 ₹2,62,80,750 | 555 ₹2,78,88,750 | 549 ₹2,75,87,250 | 580 ₹2,91,45,000 | 565 ₹2,83,91,250 | 540 ₹2,71,35,000 | 490 ₹2,46,22,500 Lowest | 580 ₹2,91,45,000 |
| 4.00 | 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 as per item no 16 (iii) chap- v IDSOR | 202.4 | M³ | 100 ₹20,240 | 87.28 ₹17,665.47 | 110 ₹22,264 | 90 ₹18,216 | - | 72 ₹14,572.8 | 50 ₹10,120 Lowest | 90 ₹18,216 | 100 ₹20,240 |
| 5.00 | Laying C.C. 1:2:4 in boxing of outlet pipe, with stone ballast &coarse sand.as per Drawing &Direction of Engineer in charge. | 35.36 | M³ | 700 ₹24,752 Lowest | 5,705.53 ₹2,01,747.54 | 7,500 ₹2,65,200 | 6,900 ₹2,43,984 | 5,000 ₹1,76,800 | 7,800 ₹2,75,808 | 4,000 ₹1,41,440 | 6,000 ₹2,12,160 | 7,500 ₹2,65,200 |
| 6.00 | Laying C.C (M-10) 1:3:6 in Head &Tail wall of outlet with stone ballast of size 20mm with coarse sand.as per Drawing &Direction of Engineer in charge. | 10.24 | M³ | 6,500 ₹66,560 | 5,068.66 ₹51,903.08 | 6,900 ₹70,656 | 6,500 ₹66,560 | 3,000 ₹30,720 Lowest | 6,800 ₹69,632 | 4,500 ₹46,080 | 5,500 ₹56,320 | 6,000 ₹61,440 |
| 7.00 | M-15 brick work in 1:4 in cement mortar with coarse sand for Head &Tail wall of outlet. as per Drawing &Direction of Engineer in charge. | 26.08 | M³ | 6,600 ₹1,72,128 | 5,289.78 ₹1,37,957.46 | 7,000 ₹1,82,560 | 6,500 ₹1,69,520 | 5,000 ₹1,30,400 | 5,845 ₹1,52,437.6 | 4,000 ₹1,04,320 Lowest | 5,500 ₹1,43,440 | 6,500 ₹1,69,520 |
| 8.00 | 12.5mm cement plaster 1:3 cement &coarse sane including all material, labour and T&P etc.for Head &Tail wall of outlet. for proper completion of work.as per Drawing &Direction of Engineer in charge. | 125.28 | M² | 140 ₹17,539.2 | 171.92 ₹21,538.14 | 200 ₹25,056 | 200 ₹25,056 | 150 ₹18,792 | 215 ₹26,935.2 | 100 ₹12,528 Lowest | 180 ₹22,550.4 | 100 ₹12,528 Lowest |
| 9.00 | Laying &aligning to P.V.C. pipe of 160mm or as per outlet book proper in outlet with including all cost of labour &material.as per Drawing &Direction of Engineer in charge. | 160 | R.M. | 500 ₹80,000 | 381.83 ₹61,092.8 | 500 ₹80,000 | 450 ₹72,000 | 400 ₹64,000 | 385 ₹61,600 | 400 ₹64,000 | 400 ₹64,000 | 100 ₹16,000 Lowest |
| 10.00 | Earth work in foundation for Outlet in all type of soil including with back filling.as per Drawing &Direction of Engineer in charge. | 322.08 | M³ | 55 ₹17,714.4 | 64 ₹20,613.12 | 80 ₹25,766.4 | 80 ₹25,766.4 | - | 72 ₹23,189.76 | 40 ₹12,883.2 Lowest | 70 ₹22,545.6 | 50 ₹16,104 |
Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
17 Oct 2025, 1:00 pmClosed
SE SIX CIRCLE LUCKNOW
SE Six circle lucknow
janpad unnao ke antargat maurawa rajwaha ke km 0.000 se km 14.400 ke madhya bayi patari par brick on edge soling ka karya
2025_UPIDC_1081543_15
03/SE-6/2025-26
Open Tender
Civil Works
Item Rate
360 days
unnao
please refer tender document
2 documents required · 2 mandatory
₹6,344
₹8.0 L
SE Six circle lucknow
16 Feb 2026
10 Oct 2025
17 Oct 2025
10 Oct 2025
17 Oct 2025
10 Oct 2025
13 Oct 2025
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