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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.1 LAccepted-AOC | ₹42.1 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹42.7 LRejected-AOC | ₹42.7 L | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹43.0 LRejected-AOC | ₹43.0 L | L3 | Rejected-AOC Third Lowest |
| 4 | L4₹43.1 LRejected-AOC | ₹43.1 L | L4 | Rejected-AOC Fourth lowest |
| 5 | L5₹43.4 LRejected-AOC | ₹43.4 L | L5 | Rejected-AOC Fifth Lowest |
| Sl No | Description | Qty | Unit | P.P.NOUSHAD ALI L4 | LUKMAN.T L5 | P. P. SIRAJUDHEEN L7 | P P SUBAIR L2 | ABDUL HAMEED KT L3 | N. KUNHALAVI L8 | M.C. ALI L6 | mansoorali v L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||||||||
| 1.00 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 907.5 | cum | 53 ₹48,097.50 | 54.53 ₹49,485.98 | 115 ₹1.0 L | 53.69 ₹48,723.68 | 150 ₹1.4 L | 57.55 ₹52,226.63 | 200 ₹1.8 L | 53 ₹48,097.50 |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 6.08 | cum | 44 ₹267.70 | 44.32 ₹269.64 | 230 ₹1,399.32 | 43.65 ₹265.57 | 150 ₹912.60 | 46.79 ₹284.67 | 300 ₹1,825.20 | 43 ₹261.61 |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 128.31 | cum | 6,000 ₹7.7 L | 6,083.25 ₹7.8 L | 6,200 ₹8.0 L | 5,991.85 ₹7.7 L | 7,400 ₹9.5 L | 6,421.77 ₹8.2 L | 6,000 ₹7.7 L | 5,948 ₹7.6 L |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 300 | cum | 7,020 ₹21.1 L | 7,039.95 ₹21.1 L | 6,747.75 ₹20.2 L | 6,933.57 ₹20.8 L | 7,900 ₹23.7 L | 7,431.06 ₹22.3 L | 6,900 ₹20.7 L | 6,800 ₹20.4 L |
| 1.00 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 102.96 | cum | 7,600 ₹7.8 L | 7,645.95 ₹7.9 L | 7,900 ₹8.1 L | 7,498.5 ₹7.7 L | 8,100 ₹8.3 L | 8,070.73 ₹8.3 L | 7,200 ₹7.4 L | 7,400 ₹7.6 L |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 1.52 | cum | 7,320 ₹11,133.72 | 7,351.88 ₹11,182.21 | 7,334.35 ₹11,155.55 | 7,240.78 ₹11,013.23 | 8,500 ₹12,928.50 | 7,760.32 ₹11,803.45 | 7,200 ₹10,951.20 | 7,188 ₹10,932.95 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 7.21 | MT | 82,750 ₹6.0 L | 83,230 ₹6.0 L | 90,000 ₹6.5 L | 81,972.75 ₹5.9 L | 90 ₹648.63 | 87,854.38 ₹6.3 L | 80,000 ₹5.8 L | 81,380 ₹5.9 L |
Tender Value
₹48.2 L
EMD Value
₹50,000
Closing Date
13 Nov 2025, 2:30 pmClosed
Executive Engineer
Executive Engineer,PWD Roads Division, Manjeri
FDR-2025-26 -Urgent drainage work - Kottakkal Chappanangadi Road b/n Km 6/000 to 7/000.- Malappuram LAC -General Civil Work
2025_PWD_820114_1
PWD/RB/TR/15866/2023_5_1_1/1
Open Tender
Civil Works - Roads
180 days
Malappuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
3 Feb 2026
7 Nov 2025
15 Nov 2025
7 Nov 2025
13 Nov 2025
7 Nov 2025
Amount
Detailed Estimate
3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
P P SUBAIR (BID ID -2437927)
ABDUL HAMEED KT (BID ID -2437669)
P.P.NOUSHAD ALI (BID ID -2437494)
LUKMAN.T (BID ID -2437688)
M.C. ALI (BID ID -2437932)
P. P. SIRAJUDHEEN (BID ID -2437649)
N. KUNHALAVI (BID ID -2437608)
Bidder Name
N. KUNHALAVI
P. P. SIRAJUDHEEN
P.P.NOUSHAD ALI
P P SUBAIR
LUKMAN.T
mansoorali v
M.C. ALI
ABDUL HAMEED KT
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