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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.4 LAccepted-AOC | ₹57.4 L | L1 | Accepted-AOC FIRST LOWEST |
| 2 | L2₹58.1 LRejected-AOC | ₹58.1 L | L2 | Rejected-AOC SECOND LOWEST |
| 3 | L3₹66.3 LRejected-AOC | ₹66.3 L | L3 | Rejected-AOC THIRD LOWEST |
| Sl No | Description | Qty | Unit | MOHAMMAD ALI K L2 | SHIJU GEORGE L1 | SAIFUDHEEN P L3 |
|---|---|---|---|---|---|---|
| 1.00culvert and drain | ||||||
| 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 | 351 | cum | 45 ₹15,795 | 45 ₹15,795 | 52.26 ₹18,343.26 |
| 1.00 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 156 | cum | 85 ₹13,260 | 84 ₹13,104 | 97.05 ₹15,139.80 |
| 1.00 | OD237888/2025-2026: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 | 121.68 | cum | 2,146 ₹2.6 L | 2,120 ₹2.6 L | 2,446.5 ₹3.0 L |
| 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 | 346.32 | cum | 3,240 ₹11.2 L | 3,200 ₹11.1 L | 3,698.1 ₹12.8 L |
| 1.00 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 1,623.6 | sqm | 1,109 ₹18.0 L | 1,097 ₹17.8 L | 1,266.3 ₹20.6 L |
| 1.01 | 12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 39.02 | cum | 72 ₹2,809.08 | 71 ₹2,770.07 | 82.95 ₹3,236.29 |
| 1.01 | 3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised | 8.25 | cum | 606 ₹4,999.50 | 600 ₹4,950 | 693 ₹5,717.25 |
| 1.01 | 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. | 56.89 | cum | 6,741 ₹3.8 L | 6,700 ₹3.8 L | 7,694.4 ₹4.4 L |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 160.67 | cum | 7,809 ₹12.5 L | 7,700 ₹12.4 L | 8,912.4 ₹14.3 L |
Tender Value
₹63.1 L
EMD Value
₹50,000
Closing Date
5 Jan 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer PWD Roads Division Palakkad
GENERAL-BUDGET 2025-26-Palakkayam Payapullu Irumbakachola ring road at km.0/000-0/550 in Kongad constituency,Palakkad district-t-General Civil Work
2025_PWD_823632_1
PWD/RB/TR/12862/2025_5_1_1/1
Open Tender
Civil Works - Roads
240 days
Mannarkkad
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
25 Feb 2026
23 Dec 2025
8 Jan 2026
23 Dec 2025
5 Jan 2026
23 Dec 2025
Amount
culvert and drain
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
3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
OD237888/2025-2026: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
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
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised
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:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
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
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD166337/2025-2026:Providing weep holes in plain / reinforced concrete Abutment, wing wall/Return wall with 75 mm dia PVC pipe (4kg/cm2) extending through the full width of the structure with slope of 1V:20 H towards drawing face., complete as per drawing and technical specifications.
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
MOHAMMAD ALI K (BID ID -2452214)
SAIFUDHEEN P (BID ID -2452445)
Bidder Name
MOHAMMAD ALI K
SHIJU GEORGE
SAIFUDHEEN P
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