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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 LAccepted-AOC KERALA KL KERALA | ₹13.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹13.7 L+₹40,587.37 (3.06%)Rejected-AOC | ₹13.7 L+₹40,587.37 (3.06%) | L2 | Rejected-AOC L2 |
| 3 | L3₹13.7 L+₹40,850.86 (3.07%)Rejected-AOC 22045 R 100 M S PANJIPILLAI GINDADA P O KERALA | IDUKKI | KERALA | 685501 | ₹13.7 L+₹40,850.86 (3.07%) | L3 | Rejected-AOC L3 |
| 4 | L4₹13.8 L+₹52,376.42 (3.94%)Rejected-AOC CHERUVALATH KUNNUMMAL ERAVANNUR MADAVOOR KOZHIKODE 673585 | KOZHIKODE | KERALA | 673585 | ₹13.8 L+₹52,376.42 (3.94%) | L4 | Rejected-AOC L4 |
| 5 | L5₹14.1 L+₹85,157.99 (6.41%)Rejected-AOC KANNADIKKUZHI HOUSE RAMANATTUKARA VAZHAYUR EAST PO | ₹14.1 L+₹85,157.99 (6.41%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | VK BALAN L1 | HAREESH KUMAR V K L5 | BAIJU L3 | NAVAS CK L4 | MUHAMMED MUBARIS M T L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road work | ||||||||
| 1.00 | 3.3:Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | 69.12 | cum | 127.92 ₹8,842.47 | 150 ₹10,368.75 | 131.85 ₹9,114.13 | 60 ₹4,147.5 Lowest | 132.67 ₹9,170.81 |
| 1.00 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | 50 | cum | 53.2 ₹2,660 | 50 ₹2,500 | 54.83 ₹2,741.5 | 30 ₹1,500 Lowest | 55.18 ₹2,759 |
| 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 | 89.5 | cum | 2,595.85 ₹2,32,328.58 | 2,800 ₹2,50,600 | 2,675.65 ₹2,39,470.68 | 2,000 ₹1,79,000 Lowest | 2,692.22 ₹2,40,953.69 |
| 1.00 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | 134.25 | cum | 6,485.54 ₹8,70,683.75 Lowest | 7,000 ₹9,39,750 | 6,684.93 ₹8,97,451.85 | 7,100 ₹9,53,175 | 6,726.31 ₹9,03,007.12 |
| 1.00 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 143.2 | sqm | 45.07 ₹6,454.02 | 50 ₹7,160 | 46.46 ₹6,653.07 | 30 ₹4,296 Lowest | 46.75 ₹6,694.6 |
| 2.00Guard stone and Board | ||||||||
| 2.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 540 | sqm | 13.09 ₹7,068.6 | 10 ₹5,400 | 13.49 ₹7,284.6 | 8 ₹4,320 Lowest | 13.58 ₹7,333.2 |
| 2.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 9.54 | cum | 259 ₹2,469.82 | 250 ₹2,384 | 266.97 ₹2,545.83 | 230 ₹2,193.28 Lowest | 268.62 ₹2,561.56 |
| 2.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 7.75 | cum | 5,711.89 ₹44,255.72 Lowest | 6,000 ₹46,488 | 5,887.5 ₹45,616.35 | 6,500 ₹50,362 | 5,923.93 ₹45,898.61 |
Tender Value
₹16.9 L
EMD Value
₹42,370
Closing Date
8 Jul 2026, 6:55 pmClosed
O/ O Executive Engineer KyIP Division Perambra
O/ O Executive Engineer KyIP Division Perambra
Concrete Road
2026_Irrig_858273_1
IRR/PI/TR/5689/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
ambalaparambath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,370
Yes
20 Aug 2026
30 Jun 2026
10 Jul 2026
30 Jun 2026
8 Jul 2026
30 Jun 2026
30 Jun 2026 - 8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | 3.3:Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. | - | cum | - | - |
| 1.002 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | - | cum | - | - |
| 1.005 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 1 | sqm | - | - |
| 2Guard stone and Board | |||||
| 2.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 2.002 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 1 | cum | - | - |
| 2.003 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
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