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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | ₹8.0 L | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹9.1 L+₹1.1 L (13.6%)Rejected-AOC | ₹9.1 L+₹1.1 L (13.6%) | L2 | Rejected-AOC second lowest bidder |
| 3 | L3₹9.6 L+₹1.6 L (19.4%)Rejected-AOC | ₹9.6 L+₹1.6 L (19.4%) | L3 | Rejected-AOC third lowest bidder |
| Sl No | Description | Qty | Unit | johnpu L2 | CINO JOSEPH L3 | ABDUSSALEEM M L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 1.00 | OD446458/2025-2026:OD from 2.8.1-Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 27 | cum | 344 ₹9,288 | 360 ₹9,720 | 302.91 ₹8,178.57 Lowest |
| 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 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 27 | cum | 8,739 ₹2,35,953 | 9,175 ₹2,47,725 | 7,690.52 ₹2,07,644.04 Lowest |
| 1.00 | OD446460/2025-2026:
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] | 35 | 1 metre | 117 ₹4,095 | 125 ₹4,375 | 103.45 ₹3,620.75 Lowest |
| 1.00 | OD447415/2025-2026::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. | 110.7 | cum | 445 ₹49,261.5 | 470 ₹52,029 | 392.17 ₹43,413.22 Lowest |
| 1.00 | OD446459/2025-2026: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 | 70.88 | cum | 944 ₹66,906 | 995 ₹70,520.63 | 830.97 ₹58,895 Lowest |
| 1.01 | OD446457/2025-2026: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, to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material WITHOUT ROLLER | 23.62 | cum | 3,028 ₹71,536.5 | 3,180 ₹75,127.5 | 2,665.41 ₹62,970.31 Lowest |
| 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) | 54 | cum | 8,784 ₹4,74,336 | 9,225 ₹4,98,150 | 7,730.34 ₹4,17,438.36 Lowest |
Tender Value
₹9.1 L
EMD Value
₹22,789
Closing Date
20 Feb 2026, 5:00 pmClosed
AE
KOODARANHI GP
Annual Plan-KOODARANHI G P 2025-26 pro 273 KOLOTHUMKADAVU BUND ROAD MAINTANANCE SECOND PHASE
2026_LSGD_836165_2
7/etender/koodaranhi/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
KOODARANHI G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,015
Yes
₹22,789
Yes
1 Apr 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
ROAD CONCRETE
OD446458/2025-2026:OD from 2.8.1-Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
OD446460/2025-2026: 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]
OD447415/2025-2026::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.
OD446459/2025-2026: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
OD446457/2025-2026: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, to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material WITHOUT ROLLER
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)
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