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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.7 L+₹71,857.41 (11.9%)Admitted-Fee/PreQual/Technical/Finance ADIMALI G P | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.6 L+₹1.6 L (26.4%)Admitted-Fee/PreQual/Technical/Finance NO 1 684 10TH MILE IDUKKI | IDUKKI | KERALA | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Adimali Labour Contract Cooperative Soceity L2 | HIGH RANGE LABOUR CONTRACT COOPERATIVE SOCIETY L3 | KPS L1 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 239.53 | sqm | 50.76 ₹12,158.7 | 55 ₹13,174.32 | 45.36 ₹10,865.22 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 27.67 | cum | 2,471.64 ₹68,385.34 | 2,600 ₹71,936.8 | 2,208.34 ₹61,100.35 Lowest |
| 1.00 | OD153395/2026-2027:Providing and laying interlocking concrete block pavement using 80 mm M40 Hydraulic blocks
of approved size design and shapes, laid in required pattern over and including a compacted bed
of 6 mm stone aggregates of 50 mm average thickness etc all complete as per the direction of
site engineer in charge | 354 | sqm | 1,200.34 ₹4,24,920.36 | 1,400 ₹4,95,600 | 1,072.47 ₹3,79,654.38 Lowest |
| 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) | 18.21 | cum | 9,140.79 ₹1,66,453.79 | 9,800 ₹1,78,458 | 8,167 ₹1,48,721.07 Lowest |
| 1.00 | OD147666/2026-2027:Providing and fixing of good quality granite name board with lettering including of all cost ,conveyance , labour charges etc complete | 1 | each | 2,630.59 ₹2,630.59 | 2,700 ₹2,700 | 2,350.35 ₹2,350.35 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,949
Closing Date
22 Sept 2026, 4:00 pmClosed
ASSISTANT ENGINEER
LID and EW SECTION OFFICE, ADIMALI
ADLY Plan 2026-27 Kanjiraveli Injapathal Road Maintenance in Ward 23 of Adimali GP-120
2026_LSGD_869521_1
LSGD/CELSGD/20969/2026-2027
Open Tender
Civil Works - Roads
Item Rate
180 days
ADIMALI
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,495
₹16,949
Yes
25 Sept 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
22 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 239.53 | sqm | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 27.67 | cum | - | - |
| 1.003 | OD153395/2026-2027:Providing and laying interlocking concrete block pavement using 80 mm M40 Hydraulic blocks
of approved size design and shapes, laid in required pattern over and including a compacted bed
of 6 mm stone aggregates of 50 mm average thickness etc all complete as per the direction of
site engineer in charge | 354 | sqm | - | - |
| 1.004 | 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) | 18.21 | cum | - | - |
| 1.005 | OD147666/2026-2027:Providing and fixing of good quality granite name board with lettering including of all cost ,conveyance , labour charges etc complete | 1 | each | - | - |
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