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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAccepted-AOC | ₹20.4 L Quoted ₹19.7 L | L1 | Accepted-AOC Agreement Executed |
| 2 | L2₹19.7 L+₹216.77 (0.01%)Rejected-Finance | ₹19.7 L+₹216.77 (0.01%) | L2 | Rejected-Finance L2 |
| 3 | L3₹19.8 L+₹2,188.03 (0.11%)Rejected-Finance | ₹19.8 L+₹2,188.03 (0.11%) | L3 | Rejected-Finance L3 |
| 4 | L4₹19.8 L+₹2,188.03 (0.11%)Rejected-Finance LEELA NIVAS GURUVAYUR | GURUVAYUR | KERALA | ₹19.8 L+₹2,188.03 (0.11%) | L4 | Rejected-Finance L4 |
| 5 | L5₹21.1 L+₹1.3 L (6.68%)Rejected-Finance | ₹21.1 L+₹1.3 L (6.68%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | VIJAYAN J L1 | GOPALAKRISHNAN NAIR A L4 | Joy S S L5 | KICHU.S L3 | ANILKUMAR L3 | Dileep Kumar R L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A | |||||||||
| 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 | 161 | cum | 44.93 ₹7,233.73 Lowest | 47.93 ₹7,716.73 | 49.92 ₹8,037.12 | 44.98 ₹7,241.78 | 44.98 ₹7,241.78 | 44.93 ₹7,233.73 Lowest |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 80.5 | cum | 3,304.77 ₹2,66,033.99 | 3,525.46 ₹2,83,799.53 | 3,556 ₹2,86,258 | 3,308.44 ₹2,66,329.42 | 3,308.44 ₹2,66,329.42 | 2,757.42 ₹2,21,972.31 Lowest |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 80.5 | cum | 3,359.57 ₹2,70,445.39 | 3,583.92 ₹2,88,505.56 | 3,616 ₹2,91,088 | 3,363.31 ₹2,70,746.46 | 3,363.31 ₹2,70,746.46 | 2,812.23 ₹2,26,384.52 Lowest |
| 1.00 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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. | 805 | sqm | 986.89 ₹7,94,446.45 Lowest | 1,052.79 ₹8,47,495.95 | 1,062 ₹8,54,910 | 987.98 ₹7,95,323.9 | 987.98 ₹7,95,323.9 | 1,096.54 ₹8,82,714.7 |
| 1.00 | OD27826/2026-2027:Supplying, and fixing granite Slab ( 0.8 m2 and 1.44 m2 of size) engraved with name of work, amount , year etc as per direction of departmental officers at site | 1 | each | 10,890 ₹10,890 Lowest | 11,617.21 ₹11,617.21 | 11,724 ₹11,724 | 10,902.1 ₹10,902.1 | 10,902.1 ₹10,902.1 | 10,891.21 ₹10,891.21 |
| 2.00Appendix B | |||||||||
| 2.00 | 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. Ordinary Soil - Depth upto 3m - Mechanical Means | 49.5 | cum | 71.83 ₹3,555.59 Lowest | 76.63 ₹3,793.19 | 79 ₹3,910.5 | 71.91 ₹3,559.55 | 71.91 ₹3,559.55 | 71.84 ₹3,556.08 |
| 2.00 | 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. | 3 | cum | 6,734.75 ₹20,204.25 Lowest | 7,184.48 ₹21,553.44 | 7,251 ₹21,753 | 6,742.23 ₹20,226.69 | 6,742.23 ₹20,226.69 | 6,735.49 ₹20,206.47 |
| 2.00 | 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 | 29.62 | cum | 8,478.11 ₹2,51,164.01 Lowest | 9,044.26 ₹2,67,936.2 | 9,127 ₹2,70,387.38 | 8,487.53 ₹2,51,443.08 | 8,487.53 ₹2,51,443.08 | 8,479.05 ₹2,51,191.86 |
Tender Value
₹21.9 L
EMD Value
₹50,000
Closing Date
11 Jun 2026, 2:00 pmClosed
Executive Engineer
PWD Roads Division Thiruvananthapuram
GENERAL - MLA - ADS Construction of interlock and Rain water pit in MP compound - Near Paruthikkuzhi - General Civil Work
2026_PWD_854073_1
PWD/RB/TR/3968/2026_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
3 Jun 2026
15 Jun 2026
3 Jun 2026
11 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 1.001 | 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 | - | - |
| 1.002 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | - | cum | - | - |
| 1.003 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | cum | - | - |
| 1.004 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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 | - | - |
| 1.005 | OD27826/2026-2027:Supplying, and fixing granite Slab ( 0.8 m2 and 1.44 m2 of size) engraved with name of work, amount , year etc as per direction of departmental officers at site | - | each | - | - |
| 2Appendix B | |||||
| 2.001 | 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. Ordinary Soil - Depth upto 3m - Mechanical Means | - | cum | - | - |
| 2.002 | 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 | - | - |
| 2.003 | 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 | - | cum | - | - |
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