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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹63.6 LAccepted-Finance | ₹63.6 L | 1 | Accepted-Finance L1 accepted |
| 2 | 2₹65.4 L+₹1.8 L (2.82%)Rejected-Finance | ₹65.4 L+₹1.8 L (2.82%) | 2 | Rejected-Finance L2 rejected |
| 3 | 4₹66.8 L+₹3.1 L (4.93%)Rejected-Finance | ₹66.8 L+₹3.1 L (4.93%) | 4 | Rejected-Finance L4 rejected |
| 4 | 5₹67.2 L+₹3.6 L (5.61%)Rejected-Finance KACHEETTI PUTHEN VEEDU PALIYODE KUNNATHUKAL ANAVOOR P O TRIVANDRUM 695124 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695124 | ₹67.2 L+₹3.6 L (5.61%) | 5 | Rejected-Finance L5 rejected |
| 5 | 6₹68.2 L+₹4.6 L (7.19%)Rejected-Finance | ₹68.2 L+₹4.6 L (7.19%) | 6 | Rejected-Finance L6 rejected |
| Sl No | Description | Qty | Unit | AZHICODE LABOUR CONTRACT CO-OPERATIVE SOCIETY T 1544 L8 | B UDAYAKUMAR L6 | s.jayakumar L11 | C.SAJIKUMAR L5 | VINOD. S L2 | Thumpara L3 | MOHANAKUMAR V L4 | SHAJI BHADRAN L9 | Vijayasenan Nair L1 | SHIBU R L7 | MUHAMMED SHAM S S L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Detailed estimate | ||||||||||||||
| 1.00 | OD395101/2025-2026::Surface dressing of the ground in All kinds of soil including removing
vegetation and
in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 3,816 | sqm | 31.47 ₹1,20,089.52 | 30.35 ₹1,15,815.6 | 35.12 ₹1,34,017.92 | 20 ₹76,320 | 29 ₹1,10,664 | 29.6 ₹1,12,953.6 | 12 ₹45,792 Lowest | 34 ₹1,29,744 | 28.21 ₹1,07,649.36 | 37.56 ₹1,43,328.96 | 33.3 ₹1,27,072.8 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 162 | cum | 56.25 ₹9,112.5 | 54.24 ₹8,786.88 | 62.77 ₹10,168.74 | 200 ₹32,400 | 51.84 ₹8,398.08 | 52.9 ₹8,569.8 | 35 ₹5,670 Lowest | 61 ₹9,882 | 50.41 ₹8,166.42 | 67.13 ₹10,875.06 | 59.7 ₹9,671.4 |
| 1.00 | OD113561/2026-2027:Filling with Quarry Muck - Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete (Derived from DAR 51.2.3) | 30 | cum | 1,561.18 ₹46,835.4 | 1,505.47 ₹45,164.1 | 1,742.09 ₹52,262.7 | 1,300 ₹39,000 Lowest | 1,438.76 ₹43,162.8 | 1,468.2 ₹44,046 | 1,400 ₹42,000 | 1,680 ₹50,400 | 1,399.26 ₹41,977.8 | 1,863.2 ₹55,896 | 1,658.4 ₹49,752 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 671.4 | cum | 8,191.54 ₹54,99,799.96 | 7,899.23 ₹53,03,543.02 | 9,140.81 ₹61,37,139.83 | 8,000 ₹53,71,200 | 7,549.24 ₹50,68,559.74 | 7,703.7 ₹51,72,264.18 | 7,778 ₹52,22,149.2 | 8,200 ₹55,05,480 | 7,341.98 ₹49,29,405.37 Lowest | 7,723.25 ₹51,85,390.05 | 8,701.8 ₹58,42,388.52 |
| 1.00 | OD113609/2026-2027:Construction of Subgrade and Earthen Shoulders - Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Modified item MORD 3.14 without machine rolling) | 16.73 | cum | 531.83 ₹8,899.64 | 512.85 ₹8,582.03 | 593.46 ₹9,930.96 | 200 ₹3,346.8 Lowest | 490.13 ₹8,201.84 | 500.16 ₹8,369.68 | 450 ₹7,530.3 | 572 ₹9,571.85 | 476.67 ₹7,976.6 | 634.72 ₹10,621.4 | 564.9 ₹9,453.04 |
| 1.01 | OD395100/2025-2026:Supplying and fixing Granite name board 75X60cm engraving letters
etc pasting inexisting wall complete as per the direction of e-i-c. (MoRD) | 2 | each | 4,395.62 ₹8,791.24 | 4,234.76 ₹8,469.52 | 4,905 ₹9,810 | 4,500 ₹9,000 | 4,050.95 ₹8,101.9 | 4,133.84 ₹8,267.68 | 3,500 ₹7,000 Lowest | 4,800 ₹9,600 | 3,939.74 ₹7,879.48 | 5,245.99 ₹10,491.98 | 4,669.3 ₹9,338.6 |
| 2.00Retaining wall | ||||||||||||||
| 2.00 | OD113679/2026-2027:Bailing out water using pump 5 HP - Bailing out water with 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete (Modified DSR item 60.2.2) | 40 | hour | 357.65 ₹14,306 | 344.89 ₹13,795.6 | 399.1 ₹15,964 | 300 ₹12,000 | 329.61 ₹13,184.4 | 336.35 ₹13,454 | 250 ₹10,000 Lowest | 385 ₹15,400 | 320.56 ₹12,822.4 | 426.84 ₹17,073.6 | 379.8 ₹15,192 |
| 2.00 | OD113622/2026-2027:RING BUND Type II Putting up ring bund with earth filled gunny bags of top width 1.0m bottom width 2.0 m height 2 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. (Modified item DAR 60.1.2) | 20 | metre | 1,704.13 ₹34,082.6 | 1,643.32 ₹32,866.4 | 1,901.61 ₹38,032.2 | 350 ₹7,000 Lowest | 1,570.51 ₹31,410.2 | 1,602.64 ₹32,052.8 | 1,400 ₹28,000 | 1,831 ₹36,620 | 1,527.39 ₹30,547.8 | 2,033.81 ₹40,676.2 | 1,810.2 ₹36,204 |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
3 Aug 2026, 4:00 pmClosed
Assistant Engineer
Office of AEE Vamanapuram BP
GENERAL-Ambedkar Development Project 2025-26 - Kochadappupaara Unnathi -Pangode Grama Panchayath, Vamanapuram-General Civil Work
2026_LSGD_862613_1
02/2026-27/AE/LIDEW/VMPM
Open Tender
Civil Works - Roads
Item Rate
VENJARAMOODU
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
19 Aug 2026
27 Jul 2026
5 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed estimate | |||||
| 1.001 | OD395101/2025-2026::Surface dressing of the ground in All kinds of soil including removing
vegetation and
in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | - | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.003 | OD113561/2026-2027:Filling with Quarry Muck - Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete (Derived from DAR 51.2.3) | - | cum | - | - |
| 1.004 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.005 | OD113609/2026-2027:Construction of Subgrade and Earthen Shoulders - Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Modified item MORD 3.14 without machine rolling) | - | cum | - | - |
| 1.006 | OD395100/2025-2026:Supplying and fixing Granite name board 75X60cm engraving letters
etc pasting inexisting wall complete as per the direction of e-i-c. (MoRD) | - | each | - | - |
| 2Retaining wall | |||||
| 2.001 | OD113679/2026-2027:Bailing out water using pump 5 HP - Bailing out water with 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete (Modified DSR item 60.2.2) | - | hour | - | - |
| 2.002 | OD113622/2026-2027:RING BUND Type II Putting up ring bund with earth filled gunny bags of top width 1.0m bottom width 2.0 m height 2 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. (Modified item DAR 60.1.2) | - | metre | - | - |
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