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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.9 L+₹60,365.31 (9.63%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.1 L+₹83,693.47 (13.4%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.5 L+₹1.3 L (20.3%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Nellikkaparamba Labour Contract Co-operative Society Ltd No D 3188 L4 | Puthukkoth Hamza L3 | USMAN V C L2 | ABDUSSALEEM M L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 34.9 | cum | 58.54 ₹2,043.05 | 55 ₹1,919.5 | 53.3 ₹1,860.17 | 48.74 ₹1,701.03 Lowest |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.2 | cum | 7,358.52 ₹16,188.74 | 7,800 ₹17,160 | 6,704.5 ₹14,749.9 | 6,126.6 ₹13,478.52 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 38.16 | cum | 7,191.27 ₹2,74,418.86 | 7,200 ₹2,74,752 | 6,552.1 ₹2,50,028.14 | 5,987.34 ₹2,28,476.89 Lowest |
| 1.00 | OD111875/2026-2027:
PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete.[MODIFIED 60.6
PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete.[MODIFIED 60.6] | 9 | 1 metre | 104.62 ₹941.58 | 100 ₹900 | 95.3 ₹857.7 | 87.11 ₹783.99 Lowest |
| 1.00 | OD111874/2026-2027::filling with contractors own earth(excluding rock)in open areas in layers not exceeding 20 cm
in depth,consolidating each deposited layer by ramming and watering,lead upto 50m and lift
upto 1.5m as per direction of site engineer in charge. | 17.64 | cum | 396.62 ₹6,994.39 | 350 ₹6,172.25 | 361.4 ₹6,373.29 | 330.23 ₹5,823.61 Lowest |
| 1.01 | OD111876/2026-2027: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 | 41.48 | cum | 840.4 ₹34,855.59 | 800 ₹33,180 | 765.7 ₹31,757.41 | 699.71 ₹29,020.47 Lowest |
| 1.01 | OD146823/2026-2027: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 as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel WITHOUT ROLLER (MODIFIED 4.11.1) | 20.74 | cum | 1,995.68 ₹41,386.41 | 1,600 ₹33,180.8 Lowest | 1,818.3 ₹37,707.91 | 1,661.57 ₹34,457.64 |
| 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) | 47.4 | cum | 7,818.18 ₹3,70,581.73 | 7,100 ₹3,36,540 | 7,123.3 ₹3,37,644.42 | 6,509.3 ₹3,08,540.82 Lowest |
| 1.01 | OD113542/2026-2027:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing
in position and applying a priming coat of approved steel primer using structural steel
etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and
similar works | 43.7 | kg | 151.96 ₹6,640.65 | 150 ₹6,555 | 138.5 ₹6,052.45 | 100.3 ₹4,383.11 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,181
Closing Date
18 Sept 2026, 5:00 pmClosed
AE KOODARANHI
AE KOODARANHI GP
Annual Plan-KOODARANHI GP 2026-27 255/27 KOLOTHUMKADAVU BUND ROAD THIRD PHASE WARD 13-General
2026_LSGD_868857_24
1/etender/koodaranhi/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KOODARANHI
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,181
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 CONCRETE | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 34.9 | cum | - | - |
| 1.002 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.2 | cum | - | - |
| 1.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 38.16 | cum | - | - |
| 1.004 | OD111875/2026-2027:
PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete.[MODIFIED 60.6
PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete.[MODIFIED 60.6] | 9 | 1 metre | - | - |
| 1.005 | OD111874/2026-2027::filling with contractors own earth(excluding rock)in open areas in layers not exceeding 20 cm
in depth,consolidating each deposited layer by ramming and watering,lead upto 50m and lift
upto 1.5m as per direction of site engineer in charge. | 17.64 | cum | - | - |
| 1.006 | OD111876/2026-2027: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 | 41.48 | cum | - | - |
| 1.007 | OD146823/2026-2027: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 as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel WITHOUT ROLLER (MODIFIED 4.11.1) | 20.74 | cum | - | - |
| 1.008 | 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) | 47.4 | cum | - | - |
| 1.009 | OD113542/2026-2027:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing
in position and applying a priming coat of approved steel primer using structural steel
etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and
similar works | 43.7 | kg | - | - |
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