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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.8 LAccepted-AOC | ₹28.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹29.6 LRejected-AOC | ₹29.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹30.2 LRejected-AOC | ₹30.2 L | L3 | Rejected-AOC L3 |
| 4 | L4₹31.5 LRejected-AOC | ₹31.5 L | L4 | Rejected-AOC L4 |
| 5 | L5₹34.7 LRejected-AOC ARISHAD HOUSE AHMED NAGAR PANTAS KUTTER MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676305 | ₹34.7 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | JINU GEORGE L3 | NISHAD EM L4 | Muhammed L5 | PM Bakker L6 | SIDHIQUE ASHRAF L1 | MUHAMMED SAHAD N S L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road and Drainage Work | |||||||||
| 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 | 13.8 | cum | 730 ₹10,074 | 750 ₹10,350 | 869.92 ₹12,004.9 | 877.94 ₹12,115.57 | 721.67 ₹9,959.05 | 744 ₹10,267.2 |
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 148.5 | sqm | 6 ₹891 | 6 ₹891 | 6.68 ₹991.98 | 6.75 ₹1,002.38 | 5.54 ₹822.69 | 5.7 ₹846.45 |
| 1.00 | 4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method | 62.88 | cum | 3,225 ₹2,02,788 | 3,300 ₹2,07,504 | 3,900.27 ₹2,45,248.98 | 3,936.22 ₹2,47,509.51 | 3,235.6 ₹2,03,454.53 | 3,335 ₹2,09,704.8 |
| 1.00 | OD283601/2024-2025:Relaying 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. (Utilizing existing tiles) | 82.8 | sqm | 200 ₹16,560 | 200 ₹16,560 | 219.27 ₹18,155.56 | 221.29 ₹18,322.81 | 182 ₹15,069.6 | 187 ₹15,483.6 |
| 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. | 231.6 | sqm | 1,225 ₹2,83,710 | 1,206.39 ₹2,79,399.92 | 1,308.93 ₹3,03,148.19 | 1,321 ₹3,05,943.6 | 1,086.95 ₹2,51,737.62 | 1,119 ₹2,59,160.4 |
| 1.01 | 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) | 179.6 | cum | 60 ₹10,776 | 63.14 ₹11,339.94 | 68.51 ₹12,304.4 | 69.14 ₹12,417.54 | 56.88 ₹10,215.65 | 58 ₹10,416.8 |
| 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. | 36.21 | cum | 6,750 ₹2,44,444.5 | 7,000 ₹2,53,498 | 7,950.95 ₹2,87,935.7 | 8,024.23 ₹2,90,589.47 | 6,595.98 ₹2,38,866.82 | 6,800 ₹2,46,255.2 |
| 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) | 10.58 | cum | 8,500 ₹89,947 | 8,700 ₹92,063.4 | 9,621.03 ₹1,01,809.74 | 9,709.7 ₹1,02,748.05 | 7,981.46 ₹84,459.81 | 8,228 ₹87,068.7 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 9.36 | MT | 97,000 ₹9,07,823 | 1,00,000 ₹9,35,900 | 1,09,239.98 ₹10,22,376.97 | 1,10,246.8 ₹10,31,799.8 | 90,623.87 ₹8,48,148.8 | 93,432 ₹8,74,430.09 |
Tender Value
₹31.9 L
EMD Value
₹50,000
Closing Date
23 May 2026, 6:00 pmClosed
Executive Engineer
O/O Executive Engineer, PWD Roads Division, Muvattupuzha
Provisions included in this estimate are earthwork excavation, PCC 1 3 6, RCC Grade M20, Supplying HYSD, GSB, tile laying are also included. provision for reusing dismantled tiles is included in this estimate. This road is under DLP up to 21.05.2026
2026_PWD_851232_1
PWD/RB/TR/11194/2024_5_1_1/1
Open Tender
Civil Works - Roads
365 days
Ernakulam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
Yes
27 Jun 2026
15 May 2026
26 May 2026
15 May 2026
23 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road and Drainage Work | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | - | sqm | - | - |
| 1.003 | 4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method | - | cum | - | - |
| 1.004 | OD283601/2024-2025:Relaying 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. (Utilizing existing tiles) | 1 | sqm | - | - |
| 1.005 | 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 | sqm | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - |
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