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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAccepted-AOC | ₹13.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.3 L+₹1.4 L (10.4%)Rejected-AOC | ₹14.3 L+₹1.4 L (10.4%) | L2 | Rejected-AOC L2 |
| 3 | L3₹14.7 L+₹1.8 L (13.6%)Rejected-Finance | ₹14.7 L+₹1.8 L (13.6%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical PATHANAMTHITTA DIST | IDUKKI | KERALA | 685533 | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical KERALA | IDUKKI | KERALA | 685533 | - | - | Rejected-Technical l5 |
| Sl No | Description | Qty | Unit | roshan engineering works L3 | Ajikumar G L4 | SALIM.H L2 | AZEEZ M .M L5 | mathew p.v L6 | SHERIN P REHIMAN L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Reconstruction of damaged retaining 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 <br> Dismantling Stone Masonry - Dry rubble masonry<br> | 40 | cum | 451.2 ₹18,048 | 467 ₹18,680 | 439 ₹17,560 Lowest | 519.22 ₹20,768.8 | 463.05 ₹18,522 | 495 ₹19,800 |
| 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. <br> Ordinary Soil - Depth upto 3m - Mechanical Means <br> | 75.6 | cum | 68.59 ₹5,185.4 | 71 ₹5,367.6 | 66 ₹4,989.6 | 78.94 ₹5,967.86 | 71.36 ₹5,394.82 | 60 ₹4,536 Lowest |
| 1.00 | OD219252/2025-2026:Dry Rubble masonry for foundation and super structure of retaining wall including all cost as per design and drawings. | 347.6 | cum | 3,615.23 ₹12,56,653.95 | 3,600 ₹12,51,360 | 3,515 ₹12,21,814 | 3,619.39 ₹12,58,099.96 | 3,760.84 ₹13,07,267.98 | 3,174 ₹11,03,282.4 Lowest |
| 1.00 | OD219257/2025-2026:Dry rubble Masonry using departmental rubble. | 16 | cum | 1,553.36 ₹24,853.76 | 1,787 ₹28,592 | 1,510 ₹24,160 | 1,787.53 ₹28,600.48 | 1,615.93 ₹25,854.88 | 1,363 ₹21,808 Lowest |
| 1.00 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br> | 16.3 | cum | 8,013.9 ₹1,30,626.57 | 8,300 ₹1,35,290 | 7,800 ₹1,27,140 | 8,760.89 ₹1,42,802.51 | 8,336.68 ₹1,35,887.88 | 7,035 ₹1,14,670.5 Lowest |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.21 | MT | 87,492.66 ₹18,723.43 | 1,00,682 ₹21,545.95 | 85,000 ₹18,190 | 97,661.54 ₹20,899.57 | 91,016.54 ₹19,477.54 | 76,820 ₹16,439.48 Lowest |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br> | 1.75 | cum | 7,617.74 ₹13,331.05 | 8,500 ₹14,875 | 7,435 ₹13,011.25 | 8,799.11 ₹15,398.44 | 7,954.4 ₹13,920.2 | 6,713 ₹11,747.75 Lowest |
| 1.01 | 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 | 1 | cum | 43.25 ₹43.25 | 49 ₹49 | 41 ₹41 | 49.78 ₹49.78 | 45 ₹45 | 37 ₹37 Lowest |
| 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. | 0.75 | cum | 6,368.08 ₹4,776.06 | 7,000 ₹5,250 | 6,200 ₹4,650 | 7,328.06 ₹5,496.05 | 6,624.57 ₹4,968.43 | 5,591 ₹4,193.25 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,356
Closing Date
9 Mar 2026, 3:00 pmClosed
Executive Engineer (R)
PWD Roads Division Pathanamthitta
GENERAL Reconstruction of damaged retaining wall in Padayanipara Kodumodi Road between ch 5/300 to 5/500 work General Civil Work
2026_PWD_842344_1
PWD/RB/TR/21713/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
Pathanamthitta
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹42,356
Yes
10 Aug 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reconstruction of damaged retaining 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 <br> Dismantling Stone Masonry - Dry rubble masonry<br> | - | cum | - | - |
| 1.002 | 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. <br> Ordinary Soil - Depth upto 3m - Mechanical Means <br> | 1 | cum | - | - |
| 1.003 | OD219252/2025-2026:Dry Rubble masonry for foundation and super structure of retaining wall including all cost as per design and drawings. | - | cum | - | - |
| 1.004 | OD219257/2025-2026:Dry rubble Masonry using departmental rubble. | - | cum | - | - |
| 1.005 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br> | - | cum | - | - |
| 1.006 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1 | MT | - | - |
| 1.007 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br> | - | cum | - | - |
| 1.008 | 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 | - | cum | - | - |
| 1.009 | 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. | - | cum | - | - |
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