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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAccepted-AOC | ₹14.0 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹15.5 LRejected-AOC | ₹15.5 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | GEEMON P JOSE L1 | AJESH P B L2 |
|---|---|---|---|---|---|
| 1.00Side protection works | |||||
| 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 | 87.77 | cum | 571 ₹50,118.38 | 600 ₹52,663.80 |
| 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) | 32.5 | cum | 69 ₹2,242.50 | 69 ₹2,242.50 |
| 1.00 | 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 | 15.2 | cum | 54.75 ₹832.20 | 54.75 ₹832.20 |
| 1.00 | OD214145/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 28 | metre | 128 ₹3,584 | 128 ₹3,584 |
| 1.00 | OD214146/2025-2026:Supplying and providing MS dowel bars of size 20 mm dia,1.50 m long (1.00. m in rock and 0.50m min in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25 kg/each) etc. complete | 50 | no | 662 ₹33,100 | 662 ₹33,100 |
| 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. | 22.8 | cum | 8,060 ₹1.8 L | 9,000 ₹2.1 L |
| 1.01 | OD214172/2025-2026:Dry Rubble masonry(coursed/uncoursed) work in foundation complete using department supplied stone available at site as per drawing and technical specifications as per the instruction of site engineer in charge | 87.1 | cum | 2,073 ₹1.8 L | 2,073 ₹1.8 L |
| 1.01 | OD214153/2025-2026:DR Packing in foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site | 127.4 | cum | 4,188 ₹5.3 L | 5,200 ₹6.6 L |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.76 | MT | 1,10,750 ₹84,391.50 | 1,10,750 ₹84,391.50 |
Tender Value
₹12.7 L
EMD Value
₹31,721
Closing Date
28 Feb 2026, 3:00 pmClosed
Assistant Executive Engineer
O/oAssistant Executive Engineer PWD Roads sub Division Irinjalakuda
GENERAL-Urgent reconstruction of damaged culvert at Ch. 54/200 in Chalakudy Anamala Road (SH 21)-Reconstruction of damaged retaining wall on both sides of culvert at Ch. 54/200-General Civil Work
2026_PWD_838198_1
PWD/RB/TR/20215/2025_5_2_1/1
Open Tender
Civil Works - Roads
90 days
Chalakudy
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹31,721
19 Jun 2026
19 Feb 2026
2 Mar 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
Side protection works
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
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)
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
OD214145/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD214146/2025-2026:Supplying and providing MS dowel bars of size 20 mm dia,1.50 m long (1.00. m in rock and 0.50m min in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout ( 0.25 kg/each) etc. complete
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.
OD214172/2025-2026:Dry Rubble masonry(coursed/uncoursed) work in foundation complete using department supplied stone available at site as per drawing and technical specifications as per the instruction of site engineer in charge
OD214153/2025-2026:DR Packing in foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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)
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
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
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