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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-Finance BHAGAVATHIKUZHY KADAPRAMANNAR POST NIRANAM 689621 | NIRANAM | PATHANAMTHITTA | KERALA | 689621 | ₹8.7 L | L1 | Accepted-Finance All bids are accepted and forwarded for AOC |
| 2 | L2₹9.5 L+₹80,360 (9.22%)Accepted-Finance | ₹9.5 L+₹80,360 (9.22%) | L2 | Accepted-Finance All bids are accepted and forwarded for AOC |
| 3 | L3₹9.7 L+₹99,562 (11.4%)Accepted-Finance | ₹9.7 L+₹99,562 (11.4%) | L3 | Accepted-Finance All bids are accepted and forwarded for AOC |
| 4 | L4₹10.5 L+₹1.8 L (20.4%)Accepted-Finance | ₹10.5 L+₹1.8 L (20.4%) | L4 | Accepted-Finance All bids are accepted and forwarded for AOC |
| 5 | L5₹10.5 L+₹1.8 L (20.8%)Accepted-Finance | ₹10.5 L+₹1.8 L (20.8%) | L5 | Accepted-Finance All bids are accepted and forwarded for AOC |
| Sl No | Description | Qty | Unit | MOHAN KUMAR B L3 | J CHANDY L2 | MONSON ISSAC L1 | JOHN C THOMAS L5 | ATHUL KRISHNA L6 | BINU K ABRAHAM L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD RENNOVATION WORK | |||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 393 | sqm | 16.01 ₹6,291.93 | 12.99 ₹5,105.07 | 11.91 ₹4,680.63 Lowest | 15 ₹5,895 | 14.73 ₹5,788.89 | 14 ₹5,502 |
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 3.42 | cum | 1,834.08 ₹6,272.55 | 1,488.36 ₹5,090.19 | 1,362.72 ₹4,660.5 Lowest | 1,800 ₹6,156 | 1,687.54 ₹5,771.39 | 1,650 ₹5,643 |
| 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) | 62.55 | cum | 7,703.75 ₹4,81,869.56 | 7,760.99 ₹4,85,449.92 | 7,105.87 ₹4,44,472.17 Lowest | 8,400 ₹5,25,420 | 8,799.61 ₹5,50,415.61 | 8,511 ₹5,32,363.05 |
| 1.00 | OD99720/2025-2026:MorD: 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. | 270.4 | sqm | 35.62 ₹9,631.65 | 28.91 ₹7,817.26 | 26.47 ₹7,157.49 Lowest | 35 ₹9,464 | 32.77 ₹8,861.01 | 32 ₹8,652.8 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 38.69 | cum | 7,186.73 ₹2,78,054.58 | 7,455.03 ₹2,88,435.11 | 6,825.74 ₹2,64,087.88 Lowest | 8,200 ₹3,17,258 | 8,452.71 ₹3,27,035.35 | 8,265 ₹3,19,772.85 |
| 1.01 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 3 | cum | 480.46 ₹1,441.38 | 389.9 ₹1,169.7 | 356.98 ₹1,070.94 Lowest | 480 ₹1,440 | 442.07 ₹1,326.21 | 432 ₹1,296 |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 12 | cum | 66.84 ₹802.08 | 54.24 ₹650.88 | 49.66 ₹595.92 Lowest | 70 ₹840 | 61.5 ₹738 | 59 ₹708 |
| 1.01 | OD524774/2025-2026:DARCIVIL_60.7.1_DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 31.5 | cum | 4,100.22 ₹1,29,156.93 | 3,376.02 ₹1,06,344.63 | 3,091.04 ₹97,367.76 Lowest | 3,900 ₹1,22,850 | 3,827.82 ₹1,20,576.33 | 3,744 ₹1,17,936 |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 19.2 | cum | 3,007.88 ₹57,751.3 | 2,708.69 ₹52,006.85 | 2,480.04 ₹47,616.77 Lowest | 3,300 ₹63,360 | 3,071.18 ₹58,966.66 | 3,003.3 ₹57,663.36 |
Tender Value
₹11.7 L
EMD Value
₹29,331
Closing Date
27 Jun 2026, 10:00 amClosed
Assistant Engineer
Office of Assistant Engineer Eraviperoor GP
Pro No.53/26, Annual Plan-Annual Plan-2025-26 ERAVIPEROOR G.P VILAKKUPADATHIL MANIYANETTU NANOOR ROAD RENNOVATION IN WARD 16 -53/2025-26
2026_LSGD_856021_3
ET-01/AE/LSGD/EVPR/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Eraviperoor Gramapanchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹29,331
Yes
25 Sept 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
27 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD RENNOVATION WORK | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD99720/2025-2026:MorD: 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. | 1 | sqm | - | - |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.006 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | - | cum | - | - |
| 1.007 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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 | - | - |
| 1.008 | OD524774/2025-2026:DARCIVIL_60.7.1_DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.009 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 1 | cum | - | - |
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