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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC NEDUMKANDAM GP | WAYANAD | KERALA | 670644 | ₹3.5 L | L1 | Accepted-AOC The tender has been awarded to the contractor who submitted the lowest responsive bid (L1), after verification of all required documents and eligibility criteria, which were found to be in order. |
| 2 | L2₹5.4 L+₹1.9 L (54.2%)Rejected-AOC | ₹5.4 L+₹1.9 L (54.2%) | L2 | Rejected-AOC The tender has been awarded to the contractor who submitted the lowest responsive bid (L1), after verification of all required documents and eligibility criteria, which were found to be in order. |
| Sl No | Description | Qty | Unit | V P CONSTRUCTION L1 | Francis Antony L2 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF YARD | |||||
| 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 | 229.5 | cum | 156 ₹35,802 Lowest | 200 ₹45,900 |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 225 | cum | 40 ₹9,000 Lowest | 70 ₹15,750 |
| 1.00 | 6.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (iii) For Grading III Material | 146.88 | cum | 240 ₹35,251.2 Lowest | 300 ₹44,064 |
| 1.00 | OD98499/2026-2027:Construction of un-reinforced dowel jointed at expansion and construction joint only,plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using needle,screed, and plate vibrators and finished in continuous operation including provision of contraction and expansion ,construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using curing compound(where specified) and water finishing to lines and grade as per drawing and Technical Specifications clause 1501
CC with CURING COMPOUND | 108 | cum | 2,499 ₹2,69,892 Lowest | 4,000 ₹4,32,000 |
| 1.00 | OD98498/2026-2027:Supplying and fixing granite name board | 1 | each | 500 ₹500 Lowest | 2,500 ₹2,500 |
Tender Value
₹4.9 L
EMD Value
₹12,140
Closing Date
23 Jul 2026, 5:00 pmClosed
Project engineer
Project Engineer District Nirmithi Kendra Idukki Painavu P O Kuyilimala Idukki 685603
infrastructure development works at KSRTC Ground Operating Centre at Nedumkandom Includes earth work for site preparation GSB course for sub base construction and concreting of carriage way with un reinforced dowel joint concrete M25 grade
2026_DNI_860777_1
DNKI/ET25/2026
Open Tender
Civil Works - Roads
Item Rate
Nedumkandom Nedumkandom Grama Panchayath Udumbanch
Please refer Tender documents.
5 documents required · 5 mandatory
₹970
Yes
₹12,140
Yes
17 Sept 2026
16 Jul 2026
25 Jul 2026
16 Jul 2026
23 Jul 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF YARD | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | - | cum | - | - |
| 1.003 | 6.1.A.3:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (iii) For Grading III Material | 1 | cum | - | - |
| 1.004 | OD98499/2026-2027:Construction of un-reinforced dowel jointed at expansion and construction joint only,plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using needle,screed, and plate vibrators and finished in continuous operation including provision of contraction and expansion ,construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using curing compound(where specified) and water finishing to lines and grade as per drawing and Technical Specifications clause 1501
CC with CURING COMPOUND | - | cum | - | - |
| 1.005 | OD98498/2026-2027:Supplying and fixing granite name board | - | each | - | - |
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