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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC | ₹12.5 L | L1 | Accepted-AOC LOWEST AMOUNT QUOTED BY JAYAN MOHAN |
| 2 | L2₹13.0 L+₹55,641.05 (4.46%)Rejected-AOC 309 26 CHAPPATH MKC ROAD CONERELE | ₹13.0 L+₹55,641.05 (4.46%) | L2 | Rejected-AOC LOWEST AMOUNT QUOTED BY JAYAN MOHAN |
| 3 | Rejected-Technical MALA HOUSE CHENKARA PO | PALAKKAD | KERALA | 678001 | - | - | Rejected-Technical rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | Jayan Mohan L1 | Manoj N K L4 | Manimaran.E L3 | PERIYAR TRADERS L2 |
|---|---|---|---|---|---|---|---|
| 1.00Culvert | |||||||
| 1.00 | OD517389/2025-2026:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. ( Modified DAR 15.3 ) | 3.08 | cum | 3,129.02 ₹9,637.38 Lowest | 3,526.84 ₹10,862.67 | 3,461.82 ₹10,662.41 | 4,000 ₹12,320 |
| 1.00 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 106.86 | cum | 167.72 ₹17,922.56 Lowest | 189.05 ₹20,201.88 | 185.56 ₹19,828.94 | 205 ₹21,906.3 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 6.09 | cum | 7,363.19 ₹44,841.83 Lowest | 8,299.35 ₹50,543.04 | 8,146.32 ₹49,611.09 | 8,100 ₹49,329 |
| 1.00 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 57.47 | cum | 8,480.33 ₹4,87,347.6 Lowest | 9,558.51 ₹5,49,308.45 | 9,382.27 ₹5,39,180.29 | 8,500 ₹4,88,478 |
| 1.00 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | 7.92 | cum | 9,773.26 ₹77,443.31 Lowest | 11,015.83 ₹87,289.44 | 10,812.71 ₹85,679.91 | 10,500 ₹83,202 |
| 1.01 | 13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | 5.88 | tonne | 85,195.71 ₹5,01,376.75 Lowest | 96,027.44 ₹5,65,121.48 | 94,256.87 ₹5,54,701.68 | 88,888 ₹5,23,105.88 |
| 1.01 | OD517481/2025-2026:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge | 61.95 | cum | 621.55 ₹38,505.02 Lowest | 700.57 ₹43,400.31 | 687.66 ₹42,600.54 | 759 ₹47,020.05 |
| 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 | 24.78 | cum | 2,730.39 ₹67,659.06 Lowest | 3,077.53 ₹76,261.19 | 3,020.78 ₹74,854.93 | 3,000 ₹74,340 |
| 1.01 | OD517386/2025-2026:Providing and fixing good quality granite name board with lettering, including of all cost,
conveyance, labor charges etc. including fitting the board in concreting filling PVC pipe post of
63 mm dia. | 1 | each | 3,028.67 ₹3,028.67 Lowest | 3,413.73 ₹3,413.73 | 3,350.79 ₹3,350.79 | 3,702 ₹3,702 |
Tender Value
₹15.3 L
EMD Value
₹38,135
Closing Date
1 Jun 2026, 5:00 pmClosed
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP PAINAVU
Annual Plan-IDP 2024-25-KUMALI G P- VELLARAMKUNNU- KALLEPURA-ROAD CONCREETING-1272/26-General Civil Work
2026_LSGD_852378_5
02/T/AEE/LIDEW/IDK/2026-2027
Open Tender
Civil Works - Others
Item Rate
300 days
KUMALI GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹38,135
Yes
30 Jul 2026
22 May 2026
3 Jun 2026
22 May 2026
1 Jun 2026
22 May 2026
22 May 2026 - 1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Culvert | |||||
| 1.001 | OD517389/2025-2026:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. ( Modified DAR 15.3 ) | - | cum | - | - |
| 1.002 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 1 | cum | - | - |
| 1.003 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.004 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | - | cum | - | - |
| 1.005 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | - | cum | - | - |
| 1.006 | 13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 | 1 | tonne | - | - |
| 1.007 | OD517481/2025-2026:Filling with contractor&#39;s own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-incharge | - | cum | - | - |
| 1.008 | 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 | - | cum | - | - |
| 1.009 | OD517386/2025-2026:Providing and fixing good quality granite name board with lettering, including of all cost,
conveyance, labor charges etc. including fitting the board in concreting filling PVC pipe post of
63 mm dia. | - | each | - | - |
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