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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.4 LAccepted-AOC | ₹18.4 L | L1 | Accepted-AOC Agreement Executed |
| 2 | L2₹18.5 L+₹12,242.70 (0.66%)Rejected-Finance | ₹18.5 L+₹12,242.70 (0.66%) | L2 | Rejected-Finance 2nd Lowest |
| Sl No | Description | Qty | Unit | ANEESH S V L1 | ARUN V G L2 |
|---|---|---|---|---|---|
| 1.00Reconstruction of Damaged Protection wall | |||||
| 1.00 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | 1.9 | MT | 85,000 ₹1,61,840 Lowest | 90,491.68 ₹1,72,296.16 |
| 1.00 | 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 | 100 | cum | 8,000 ₹8,00,000 Lowest | 8,242.61 ₹8,24,261 |
| 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) | 103.6 | cum | 50 ₹5,180 Lowest | 55.86 ₹5,787.1 |
| 1.00 | OD338084/2025-2026: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 departmental officers at site. | 26.4 | cum | 2,400 ₹63,360 Lowest | 2,764.81 ₹72,990.98 |
| 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. | 60.9 | cum | 7,000 ₹4,26,300 | 6,547.67 ₹3,98,753.1 Lowest |
| 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) | 17.5 | cum | 8,000 ₹1,40,000 | 7,925.59 ₹1,38,697.83 Lowest |
| 1.01 | 55.16:Providing and fixing guard post Providing and fixing guard post of size 200mmx200mm, 1400mm long, 800mm above ground level and 600mm below GL. casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 100mm c/c, firmly fixed in position by means of foundation of size 0.5mx0.5mx0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide | 10 | no | 2,000 ₹20,000 Lowest | 2,340.96 ₹23,409.6 |
| 1.01 | 55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. | 60.7 | metre | 3,700 ₹2,24,590 | 3,580.18 ₹2,17,316.93 Lowest |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
11 Mar 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer PWD Roads Division Thiruvananthapuram
GENERAL-CONSTRUCTION OF RETAINING WALL IN VETTINAD VELAVOOR ROAD-CONSTRUCTION OF RETAINING WALL IN VETTINAD VELAVOOR ROAD AT CH 1 480 General Civil Work
2026_PWD_844623_1
PWD/RB/TR/17765/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
14 Sept 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
11 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reconstruction of Damaged Protection wall | |||||
| 1.001 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | 1.9 | MT | - | - |
| 1.002 | 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 | 100 | cum | - | - |
| 1.003 | 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) | 103.6 | cum | - | - |
| 1.004 | OD338084/2025-2026: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 departmental officers at site. | 26.4 | cum | - | - |
| 1.005 | 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. | 60.9 | cum | - | - |
| 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) | 17.5 | cum | - | - |
| 1.007 | 55.16:Providing and fixing guard post Providing and fixing guard post of size 200mmx200mm, 1400mm long, 800mm above ground level and 600mm below GL. casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 100mm c/c, firmly fixed in position by means of foundation of size 0.5mx0.5mx0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide | 10 | no | - | - |
| 1.008 | 55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. | 60.7 | metre | - | - |
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