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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹57.4 L+₹40,325.08 (0.71%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹57.5 L+₹52,193.79 (0.92%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹58.9 L+₹1.9 L (3.30%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹59.5 L+₹2.5 L (4.34%)Rejected-AOC | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | C. Prasad L9 | abdul shereef L6 | Ramakrishnan L7 | ABDUL NASAR. M L4 | MUHAMMED SHAFI P.A. L2 | MANIKANDAN K L9 | ZAYN INFRASTRUCTURE PRIVATE LIMITED L3 | K MOHAMMED KUNHI L10 | ASHIK VISWANATH L11 | DILEEP M L5 | MOHAMMAD SHARIF A P L1 | NIZAR A L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Civil Work | |||||||||||||||
| 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 | 1,060.56 | cum | 44.85 ₹47,566.12 | 50 ₹53,028 | 59.8 ₹63,421.49 | 41 ₹43,482.96 | 40.38 ₹42,825.41 | 44.85 ₹47,566.12 | 39.84 ₹42,252.71 Lowest | 100 ₹1,06,056 | 150 ₹1,59,084 | 110 ₹1,16,661.6 | 140 ₹1,48,478.4 | 43.8 ₹46,452.53 |
| 1.00 | 4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method | 603.72 | cum | 3,173.56 ₹19,15,941.64 | 3,000 ₹18,11,160 | 3,090.96 ₹18,66,074.37 | 3,000 ₹18,11,160 | 2,857.25 ₹17,24,978.97 | 3,173.56 ₹19,15,941.64 | 2,863.39 ₹17,28,685.81 | 3,000 ₹18,11,160 | 3,300 ₹19,92,276 | 2,400 ₹14,48,928 Lowest | 2,700 ₹16,30,044 | 3,148.66 ₹19,00,909.02 |
| 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. | 452.79 | cum | 6,602.58 ₹29,89,582.2 | 6,300 ₹28,52,577 | 6,486.8 ₹29,37,158.17 | 6,000 ₹27,16,740 | 5,944.52 ₹26,91,619.21 | 6,602.58 ₹29,89,582.2 | 5,957.66 ₹26,97,568.87 | 6,950 ₹31,46,890.5 | 6,500 ₹29,43,135 | 6,500 ₹29,43,135 | 5,700 ₹25,80,903 Lowest | 6,551.23 ₹29,66,331.43 |
| 1.00 | 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) | 153.63 | cum | 7,989.45 ₹12,27,419.2 | 7,900 ₹12,13,677 | 7,797.94 ₹11,97,997.52 | 7,400 ₹11,36,862 | 7,193.16 ₹11,05,085.17 Lowest | 7,989.45 ₹12,27,419.2 | 7,208.87 ₹11,07,498.7 | 8,000 ₹12,29,040 | 8,200 ₹12,59,766 | 8,000 ₹12,29,040 | 7,531 ₹11,56,987.53 | 7,927.09 ₹12,17,838.84 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 25.56 | cum | 7,648.52 ₹1,95,496.17 | 7,200 ₹1,84,032 | 7,474.55 ₹1,91,049.5 | 7,050 ₹1,80,198 | 6,886.21 ₹1,76,011.53 Lowest | 7,648.52 ₹1,95,496.17 | 6,900.74 ₹1,76,382.91 | 8,000 ₹2,04,480 | 7,600 ₹1,94,256 | 8,200 ₹2,09,592 | 7,190.23 ₹1,83,782.28 | 7,588.27 ₹1,93,956.18 |
Tender Value
₹70.8 L
EMD Value
₹50,000
Closing Date
11 Jul 2025, 2:00 pmClosed
Executive Engineer
PWD Roads Division Palakkad
DEPOSIT Deposit KWA Jal Jeevan Mission Restoration works to Parali Causeway Road Km Ch 2 400 to 4 850 Deposit KWA Jal Jeevan Mission (JJM) JJM Parali Causeway Road-Stretch1 Road Restoration work General Civil Work
2025_PWD_774117_1
PWD/RB/TR/19289/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kuzhalmannam
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
29 Aug 2025
3 Jul 2025
14 Jul 2025
3 Jul 2025
11 Jul 2025
3 Jul 2025
Amount
Civil Work
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
4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
MUHAMMED SHAFI P.A. (BID ID -2246908)
ZAYN INFRASTRUCTURE PRIVATE LIMITED (BID ID -2247665)
ABDUL NASAR. M (BID ID -2247559)
DILEEP M (BID ID -2247626)
abdul shereef (BID ID -2246488)
Ramakrishnan (BID ID -2247138)
NIZAR A (BID ID -2243969)
MANIKANDAN K (BID ID -2247587)
C. Prasad (BID ID -2246021)
K MOHAMMED KUNHI (BID ID -2246902)
ASHIK VISWANATH (BID ID -2247317)
Bidder Name
abdul shereef
Ramakrishnan
K MOHAMMED KUNHI
MUHAMMED SHAFI P.A.
ABDUL NASAR. M
NIZAR A
C. Prasad
ASHIK VISWANATH
DILEEP M
MANIKANDAN K
MOHAMMAD SHARIF A P
ZAYN INFRASTRUCTURE PRIVATE LIMITED
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