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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC | ₹14.5 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹17.4 L+₹2.8 L (19.6%)Rejected-AOC | ₹17.4 L+₹2.8 L (19.6%) | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹18.1 L+₹3.5 L (24.3%)Rejected-Finance | ₹18.1 L+₹3.5 L (24.3%) | L3 | Rejected-Finance L3 bidder |
| 4 | L4₹18.4 L+₹3.9 L (26.6%)Rejected-Finance | ₹18.4 L+₹3.9 L (26.6%) | L4 | Rejected-Finance L4 Bidder |
| Sl No | Description | Qty | Unit | saji p j L2 | PRANAV.K.O L3 | ANIL RAJ L4 | punnoose p stephen L1 |
|---|---|---|---|---|---|---|---|
| 1.00Retaining Wall | |||||||
| 1.00 | OD332231/2025-2026:Bailing out water and removing slush etc by using pumpset including cost of labour, oil, hire charges of pumpset etc complete. | 18 | hour | 339.89 ₹6,118.02 | 359 ₹6,462 | 359.98 ₹6,479.64 | 283 ₹5,094 Lowest |
| 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) | 74.5 | cum | 59.62 ₹4,441.69 | 63 ₹4,693.5 | 63.14 ₹4,703.93 | 49 ₹3,650.5 Lowest |
| 1.00 | OD50998/2025-2026:Providing dowel bars 1.00 mtr long fixed in a 20mm dia drilled holes 30cm depth and including cement grouting using 16 mm dia bars | 45 | each | 204.3 ₹9,193.5 | 216.37 ₹9,736.65 | 216.37 ₹9,736.65 | 170 ₹7,650 Lowest |
| 1.00 | OD333270/2025-2026:DR packing under foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc complete as per direction of dept.officers (appd irrigation OD 60.7.2) | 17.86 | cum | 2,918.61 ₹52,140.97 | 3,000 ₹53,595 | 3,091.09 ₹55,222.32 | 2,441 ₹43,608.47 Lowest |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 2.51 | MT | 95,063.95 ₹2,38,610.51 | 99,000 ₹2,48,490 | 1,00,682.01 ₹2,52,711.85 | 79,538 ₹1,99,640.38 Lowest |
| 1.01 | 13.5.E.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m | 11.91 | cum | 9,209.76 ₹1,09,688.24 | 9,700 ₹1,15,527 | 9,754.04 ₹1,16,170.62 | 7,705 ₹91,766.55 Lowest |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 134.35 | cum | 8,015.24 ₹10,76,847.49 | 8,300 ₹11,15,105 | 8,488.92 ₹11,40,486.4 | 6,705 ₹9,00,816.75 Lowest |
| 1.01 | OD80096/2025-2026:Providing weep holes in brick masonry /plain/ reinforced concrete abutment ,wing wall /return wall with 110mm dia PVC pipe , extending through the full width of the structure with slope of 1V to 20H towards drawing force. Complete as per drawing and technical specification. | 50 | no | 115.66 ₹5,783 | 122 ₹6,100 | 122.5 ₹6,125 | 96 ₹4,800 Lowest |
| 1.01 | 8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | 61.25 | sqm | 139.43 ₹8,540.09 | 147 ₹9,003.75 | 147.67 ₹9,044.79 | 116 ₹7,105 Lowest |
Tender Value
₹18.4 L
EMD Value
₹45,963
Closing Date
13 Mar 2026, 5:00 pmClosed
Executive Engineer
Office of The Executive Engineer,PWD Buildings Division,Pathanamthitta
GENERAL-Urgent Construction of Retaining Wall and drainage facilities in Vennikulam- Ranni Road from Ch3/700 to 4/100 Civil work General Civil Work
2026_PWD_844622_1
PWD/RB/TR/7027/2025-5-1-1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
vennikkulam
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹45,963
Yes
10 Jul 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaining Wall | |||||
| 1.001 | OD332231/2025-2026:Bailing out water and removing slush etc by using pumpset including cost of labour, oil, hire charges of pumpset etc complete. | - | hour | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD50998/2025-2026:Providing dowel bars 1.00 mtr long fixed in a 20mm dia drilled holes 30cm depth and including cement grouting using 16 mm dia bars | - | each | - | - |
| 1.004 | OD333270/2025-2026:DR packing under foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc complete as per direction of dept.officers (appd irrigation OD 60.7.2) | 1 | cum | - | - |
| 1.005 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1 | MT | - | - |
| 1.006 | 13.5.E.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m | - | cum | - | - |
| 1.007 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 1 | cum | - | - |
| 1.008 | OD80096/2025-2026:Providing weep holes in brick masonry /plain/ reinforced concrete abutment ,wing wall /return wall with 110mm dia PVC pipe , extending through the full width of the structure with slope of 1V to 20H towards drawing force. Complete as per drawing and technical specification. | - | no | - | - |
| 1.009 | 8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | - | sqm | - | - |
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