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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.0 L+₹14,943.43 (7.97%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.1 L+₹26,018.25 (13.9%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹2.6 L+₹71,811.91 (38.3%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHINIL L2 | SHIJIL MU L4 | ABDUSSALEEM M L1 | MUKKOM LABOUR CONTRACT CO OP SOCIETY LTD L3 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 105 | sqm | 11.3 ₹1,186.5 | 10 ₹1,050 Lowest | 10.54 ₹1,106.7 | 12 ₹1,260 |
| 1.00 | OD181550/2026-2027:Filling with contractor own earth (excluding rock) in open areas 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-in-charge. | 17.4 | cum | 324.6 ₹5,648.04 | 400 ₹6,960 | 319.49 ₹5,559.13 Lowest | 342.3 ₹5,956.02 |
| 1.00 | OD181468/2026-2027:Filling with Quarry Muck <br> 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 for improving the CBR value of subgrade | 13.05 | cum | 728.2 ₹9,503.01 | 900 ₹11,745 | 676.95 ₹8,834.2 Lowest | 768 ₹10,022.4 |
| 1.00 | OD181466/2026-2027:Granular Sub-base /base/surface course with local materials (Table 400.13) <br> (A) By Mix in Place method in normal. <br> Construction of granular sub-base by providing local materila spreading in uniform layers . with motor grader on prepared surface, mixing by mix in place method with rotavator at once as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel WITHOUT ROLLER (MODIFIED 4.11.1) | 7.88 | cum | 1,729.3 ₹13,618.24 | 2,240 ₹17,640 | 1,607.53 ₹12,659.3 Lowest | 1,823.8 ₹14,362.43 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 9.76 | cum | 6,742.6 ₹65,807.78 | 8,700 ₹84,912 | 6,165.34 ₹60,173.72 Lowest | 7,111.2 ₹69,405.31 |
| 1.01 | 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) | 15.75 | cum | 6,774.6 ₹1,06,699.95 | 8,700 ₹1,37,025 | 6,297.59 ₹99,187.04 Lowest | 7,144.9 ₹1,12,532.18 |
Tender Value
₹2.6 L
EMD Value
₹6,563
Closing Date
18 Sept 2026, 5:00 pmClosed
AE KOODARANHI
AE KOODARANHI GP
Annual Plan-KOODARANHI G P 2026-27 PRO 73/27 PUSHPAGIRI KOTHAMBANANI ROAD -WARD 9
2026_LSGD_868857_25
1/etender/koodaranhi/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KOODARANHI
Please refer Tender documents.
7 documents required · 7 mandatory
₹580
Yes
₹6,563
Yes
6 Oct 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
18 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 105 | sqm | - | - |
| 1.002 | OD181550/2026-2027:Filling with contractor own earth (excluding rock) in open areas 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-in-charge. | 17.4 | cum | - | - |
| 1.003 | OD181468/2026-2027:Filling with Quarry Muck <br> 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 for improving the CBR value of subgrade | 13.05 | cum | - | - |
| 1.004 | OD181466/2026-2027:Granular Sub-base /base/surface course with local materials (Table 400.13) <br> (A) By Mix in Place method in normal. <br> Construction of granular sub-base by providing local materila spreading in uniform layers . with motor grader on prepared surface, mixing by mix in place method with rotavator at once as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel WITHOUT ROLLER (MODIFIED 4.11.1) | 7.88 | cum | - | - |
| 1.005 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 9.76 | cum | - | - |
| 1.006 | 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) | 15.75 | cum | - | - |
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