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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.4 L+₹1.4 L (13.9%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹17.1 L+₹7.1 L (71.2%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SATHYARAJ T L1 | J Raju L2 | WEBUILD PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00Interlocking tiles | ||||||
| 1.00 | 3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | 480 | sqm | 53.25 ₹25,560 Lowest | 60.66 ₹29,116.8 | 85 ₹40,800 |
| 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) | 60 | cum | 50.32 ₹3,019.2 Lowest | 57.32 ₹3,439.2 | 600 ₹36,000 |
| 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. | 420 | sqm | 954.53 ₹4,00,902.6 Lowest | 1,087.37 ₹4,56,695.4 | 1,980 ₹8,31,600 |
| 1.00 | OD309014/2025-2026:Dry Rubble masonry : Dry rubble masonry without concrete levelling course masonry with
good quality blazed rubble including packing to compactness to lines and levels. Cost and
conveyance of all materials , labour etc complete. as per the direction of departmental officers at
site | 18 | cum | 3,330.69 ₹59,952.42 Lowest | 3,794.19 ₹68,295.42 | 15,500 ₹2,79,000 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br> | 21.3 | cum | 6,835.16 ₹1,45,588.91 Lowest | 7,786.34 ₹1,65,849.04 | 10,300 ₹2,19,390 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 2 | MT | 81,131.35 ₹1,62,019.31 | 92,421.61 ₹1,84,565.96 | 110 ₹219.67 Lowest |
| 1.01 | 12.8.2.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump <br> | 6.88 | cum | 6,242.39 ₹42,916.43 Lowest | 7,111.08 ₹48,888.68 | 9,800 ₹67,375 |
| 2.00Berm concrete | ||||||
| 2.00 | 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) | 40 | cum | 50.32 ₹2,012.8 Lowest | 57.32 ₹2,292.8 | 90 ₹3,600 |
Tender Value
₹12.7 L
EMD Value
₹31,773
Closing Date
23 Feb 2026, 2:00 pmClosed
Executive Engineer
PWD Roads Division Thiruvananthapuram
GENERAL-2024-2 5- Paving inter lock at water logged area Nambhiyhi junction in the Balaramapuram - Poovar Road - General Civil Work
2026_PWD_836843_1
PWD/RB/TR/17691/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
Thiruvananthapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,773
Yes
30 Jul 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlocking tiles | |||||
| 1.001 | 3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | - | sqm | - | - |
| 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 | 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. | - | sqm | - | - |
| 1.004 | OD309014/2025-2026:Dry Rubble masonry : Dry rubble masonry without concrete levelling course masonry with
good quality blazed rubble including packing to compactness to lines and levels. Cost and
conveyance of all materials , labour etc complete. as per the direction of departmental officers at
site | - | cum | - | - |
| 1.005 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br> | - | cum | - | - |
| 1.006 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - |
| 1.007 | 12.8.2.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump <br> | - | cum | - | - |
| 2Berm concrete | |||||
| 2.001 | 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 | - | - |
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