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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAccepted-AOC | ₹22.6 L | L1 | Accepted-AOC L1 accepted |
| 2 | L2₹30.2 L+₹7.6 L (33.7%)Rejected-AOC | ₹30.2 L+₹7.6 L (33.7%) | L2 | Rejected-AOC L2 Rejected |
| Sl No | Description | Qty | Unit | TERAS CONSTRUCTIONS L1 | P P SUBAIR L2 |
|---|---|---|---|---|---|
| 1.00Retaining wall | |||||
| 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 | 187.05 | cum | 422.69 ₹79,064.16 Lowest | 565.33 ₹1,05,744.98 |
| 1.00 | 2.4.1.B: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 - Cement Concrete Grade M-15 & M-20. - By Manual Means | 20.64 | cum | 1,026.24 ₹21,181.59 Lowest | 1,372.56 ₹28,329.64 |
| 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) | 77.4 | cum | 52.83 ₹4,089.04 Lowest | 70.66 ₹5,469.08 |
| 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. | 33.54 | cum | 5,895.19 ₹1,97,724.67 Lowest | 7,884.58 ₹2,64,448.81 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 226.98 | cum | 6,821.71 ₹15,48,391.74 Lowest | 9,123.78 ₹20,70,915.58 |
| 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) | 2.58 | cum | 7,123.98 ₹18,379.87 Lowest | 9,528.04 ₹24,582.34 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 2.56 | MT | 80,650.32 ₹2,06,384.17 Lowest | 1,07,866.68 ₹2,76,030.83 |
| 1.01 | OD75107/2025-2026:PVC WEEP HOLES - Providing weep holes using 75 mm dia. PVC working pressure 4kg/sq.cm including cost of materials, conveyance, labour charges etc complete. (Irrigation observed DATA 60.6) | 64.5 | metre | 102.52 ₹6,612.54 Lowest | 137.12 ₹8,844.24 |
| 1.01 | OD75106/2025-2026:Dry Rubble Masonry (coursed/uncoursed ) Work (using departmental rubble obtained from dismantled) in Foundation complete as per Drawing and Technical Specifications. etc. complete (Data derived from Morth spec code 12.7.B) | 94.44 | cum | 1,431.88 ₹1,35,219.59 Lowest | 1,915.09 ₹1,80,851.52 |
Tender Value
₹25.9 L
EMD Value
₹50,000
Closing Date
19 May 2026, 2:00 pmClosed
Executive Engineer
O/o Executive Engineer,PWD Roads Division Manjeri
GENERAL-FLOOD DAMAGE-Urgent reconstruction of collapsed protection wall B/N KM 2/600 to 2/700 in Athanikkal-VeloorAlakkad-Thadaparamba in Malappuram LAC - Civil work-General Civil Work
2026_PWD_850721_1
PWD/RB/TR/12248/2025_5_1_1/2
Open Tender
Civil Works - Roads
Item Rate
120 days
MALAPPURAM
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
21 Jul 2026
14 May 2026
21 May 2026
14 May 2026
19 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaining wall | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 2.4.1.B: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 - Cement Concrete Grade M-15 & M-20. - By Manual Means | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 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. | 1 | cum | - | - |
| 1.005 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 1 | cum | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - |
| 1.008 | OD75107/2025-2026:PVC WEEP HOLES - Providing weep holes using 75 mm dia. PVC working pressure 4kg/sq.cm including cost of materials, conveyance, labour charges etc complete. (Irrigation observed DATA 60.6) | - | metre | - | - |
| 1.009 | OD75106/2025-2026:Dry Rubble Masonry (coursed/uncoursed ) Work (using departmental rubble obtained from dismantled) in Foundation complete as per Drawing and Technical Specifications. etc. complete (Data derived from Morth spec code 12.7.B) | - | cum | - | - |
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