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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAccepted-AOC | ₹31.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹33.0 LRejected-AOC | ₹33.0 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | DINISH P S L1 | Ashraf K.A. L2 |
|---|---|---|---|---|---|
| 1.00Appendix-1 Reconstruction of Drain | |||||
| 1.00 | 2.4.2.A: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 Mechanical Means | 4.93 | cum | 705.4 ₹3,481.15 | 600 ₹2,961 |
| 1.00 | 2.4.3.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 Dismantling Brick / Tile work - In cement mortar | 12.6 | cum | 729.61 ₹9,193.09 | 600 ₹7,560 |
| 1.00 | 3.13.5.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. Marshy soil - Mechanical Means | 346.76 | cum | 449.07 ₹1.6 L | 400 ₹1.4 L |
| 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. | 30.52 | cum | 6,668.53 ₹2.0 L | 7,000 ₹2.1 L |
| 1.00 | 15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works. | 6.55 | cum | 4,674.01 ₹30,638.14 | 5,000 ₹32,775 |
| 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) | 35.07 | cum | 8,069.25 ₹2.8 L | 8,500 ₹3.0 L |
| 1.01 | 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 | 94.51 | cum | 8,392.01 ₹7.9 L | 9,000 ₹8.5 L |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 10.05 | MT | 1,01,688.83 ₹10.2 L | 1,00,000 ₹10.1 L |
| 1.01 | OD317009/2025-2026:Laying at or near ground level factory made kerbstone of M25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-incharge. (Length of finished kerb edging shall be measured for payment). (Precast CC kerb stone shall be approved by Engineer in Charge) | 7.3 | cum | 7,674.81 ₹56,010.76 | 10,000 ₹72,980 |
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
14 May 2026, 2:00 pmClosed
Executive Engineer
Executive Engineer,roads division Ernakulam
GENERAL- OBT - Construction of Drain and Foot Path at High Court junction - Mitigation of flooding near High Court junction and revamping of connection of drains in High Court Road -General Civil Work
2026_PWD_848995_2
PWD/RB/TR/2964/2026_5_1_1/1
Open Tender
Civil Works - Roads
45 days
Kakkanad
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
2 Jun 2026
8 May 2026
16 May 2026
8 May 2026
14 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Appendix-1 Reconstruction of Drain | ||||||
| 1.001 | 2.4.2.A: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 Mechanical Means | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 2.4.3.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 Dismantling Brick / Tile work - In cement mortar | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 3.13.5.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. Marshy soil - Mechanical Means | 0.6 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works. | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 | 0.8 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | OD317009/2025-2026:Laying at or near ground level factory made kerbstone of M25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-incharge. (Length of finished kerb edging shall be measured for payment). (Precast CC kerb stone shall be approved by Engineer in Charge) | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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