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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC KALAYIL PUTHUPARAMBIL HOUSE THACHAMBARA P O PALAKKAD 678593 | PALAKKAD | PALAKKAD | KERALA | 678593 | ₹7.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.9 LRejected-AOC | ₹7.9 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | P. S. Sunil L2 | JOBIN JOSEPH L1 |
|---|---|---|---|---|---|
| 1.00D.R Masonry Retaining Wall work | |||||
| 1.00 | 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 | 146.5 | cum | 77.28 ₹11,321.52 | 73.41 ₹10,754.57 |
| 1.00 | 2.4.4.D:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Dry rubble masonry | 91.28 | cum | 508.32 ₹46,396.91 | 482.87 ₹44,073.96 |
| 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. | 6 | cum | 7,174.17 ₹43,045.02 | 6,815.1 ₹40,890.60 |
| 1.00 | OD127930/2025-2026:DR masonary for side protection work for foundation and super structure etc complete | 92.62 | cum | 4,086.54 ₹3.8 L | 3,882.01 ₹3.6 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 | 7.5 | cum | 9,028.33 ₹67,712.48 | 8,576.45 ₹64,323.38 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.24 | MT | 98,567.69 ₹23,656.25 | 93,634.27 ₹22,472.22 |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 2 | cum | 8,614.33 ₹17,228.66 | 8,183.17 ₹16,366.34 |
| 1.01 | 4.2.A.2: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-IV - For lower sub-base - Mix in Place Method | 8 | cum | 3,454.34 ₹27,634.72 | 3,281.45 ₹26,251.60 |
| 1.01 | 55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. | 44 | metre | 3,921.34 ₹1.7 L | 3,725.07 ₹1.6 L |
Tender Value
₹8.0 L
EMD Value
₹20,124
Closing Date
29 Sept 2025, 11:00 amClosed
AEE
Office of the Assistant Executive Engineer Roads Sub Division Pala
SR 2025 2026 Reconstruction of damaged retaining wall in Thekkemury Andoor Road ch 3/960 km Rh
2025_PWD_800366_1
PWD/RB/TR/11232/2025_5_1_1/1
Open Tender
Civil Works - Roads
90 days
Thekkemury Andoor
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,775
₹20,124
15 May 2026
20 Sept 2025
30 Sept 2025
20 Sept 2025
29 Sept 2025
20 Sept 2025
Amount
D.R Masonry Retaining Wall work
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
2.4.4.D:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Dry rubble masonry
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.
OD127930/2025-2026:DR masonary for side protection work for foundation and super structure etc complete
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
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
4.2.A.2: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-IV - For lower sub-base - Mix in Place Method
55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.
P. S. Sunil (BID ID -2357593)
Bidder Name
P. S. Sunil
JOBIN JOSEPH
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