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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹81.3 L+₹82,007.30 (1.02%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹81.6 L+₹1.1 L (1.41%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Santhosh kumar KS L1 | SOBIN SABU L3 | A HAMZA L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||
| 1.00 | 2.2.1.B:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (B) In area of thorny jungle | 0.15 | Hectare | 2,35,980 ₹34,453.08 Lowest | 2,50,000 ₹36,500 | 2,35,980 ₹34,453.08 Lowest |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 2,572.5 | sqm | 16.01 ₹41,185.73 Lowest | 18 ₹46,305 | 16.01 ₹41,185.73 Lowest |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 322.5 | cum | 54.66 ₹17,627.85 Lowest | 55 ₹17,737.5 | 54.66 ₹17,627.85 Lowest |
| 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. | 412.44 | cum | 68.57 ₹28,281.35 Lowest | 70 ₹28,871.15 | 68.57 ₹28,281.35 Lowest |
| 1.00 | OD43278/2026-2027:Filling with Quarry Muck 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 (DAR 51.2.3) | 364.75 | cum | 947.54 ₹3,45,615.22 Lowest | 1,000 ₹3,64,750 | 967 ₹3,52,713.25 |
| 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 | 455.94 | cum | 3,337.88 ₹15,21,869.67 Lowest | 3,400 ₹15,50,192.6 | 3,440 ₹15,68,430.16 |
| 1.01 | 6.4: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 | 547.12 | cum | 10,827.76 ₹59,24,138.19 Lowest | 10,900 ₹59,63,662.5 | 10,827.76 ₹59,24,138.19 Lowest |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 203.62 | cum | 650.34 ₹1,32,422.23 Lowest | 700 ₹1,42,534 | 750 ₹1,52,715 |
| 1.01 | OD43512/2025-2026:S/F Name board of size 75*60 cm . Installed in the Appropriate place visible to public made of Brick wall with Granite plaque should be inserted and Engraving Letters etc .complete as per the direction of deptl officers at site . | 2 | each | 5,204.11 ₹10,408.22 Lowest | 5,300 ₹10,600 | 5,204.11 ₹10,408.22 Lowest |
Tender Value
₹80.6 L
EMD Value
₹50,000
Closing Date
29 May 2026, 4:30 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
LAC-ADS-Ottapalam LAC-BUDGET 2025-26 Annexure II Volume II Thanneerpanthal Thumbakkani Road in Palakkad District
2026_KEL_852515_1
KRO/ BDC/2389/2026
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
Yes
₹50,000
Yes
29 Jun 2026
22 May 2026
30 May 2026
22 May 2026
29 May 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 1.001 | 2.2.1.B:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (B) In area of thorny jungle | - | Hectare | - | - |
| 1.002 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | - | sqm | - | - |
| 1.003 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.004 | 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. | 1 | cum | - | - |
| 1.005 | OD43278/2026-2027:Filling with Quarry Muck 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 (DAR 51.2.3) | - | cum | - | - |
| 1.006 | 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 | 0.6 | cum | - | - |
| 1.007 | 6.4: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 | - | cum | - | - |
| 1.008 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
| 1.009 | OD43512/2025-2026:S/F Name board of size 75*60 cm . Installed in the Appropriate place visible to public made of Brick wall with Granite plaque should be inserted and Engraving Letters etc .complete as per the direction of deptl officers at site . | - | each | - | - |
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