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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.0 LAccepted-AOC | ₹79.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹86.3 L+₹7.3 L (9.27%)Rejected-Finance | ₹86.3 L+₹7.3 L (9.27%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | A.V.SACHIDANANDAN L1 | np constructions L2 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 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 | 751.65 | Cum | 66 ₹49,608.9 Lowest | 72.2 ₹54,269.13 |
| 1.00 | OD272941/2025-2026
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 (DAR 51.2.3) | 119.85 | Cum | 950 ₹1,13,857.5 Lowest | 1,041.7 ₹1,24,847.75 |
| 1.00 | 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 | 308.1 | Cum | 3,337 ₹10,28,129.7 Lowest | 3,670.7 ₹11,30,942.67 |
| 1.00 | 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) | 331.65 | Cum | 9,560 ₹31,70,574 Lowest | 10,519 ₹34,88,626.35 |
| 1.00 | OD272948/2025-2026
Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | 1 | No | 5,700 ₹5,700 Lowest | 6,267.8 ₹6,267.8 |
| 2.00Water tank structure | |||||
| 2.00 | 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 | 8.64 | Cum | 360 ₹3,110.4 Lowest | 394.9 ₹3,411.94 |
| 2.00 | 4.1.8
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4
coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm
nominal size derived from natural sources) | 0.86 | Cum | 7,930 ₹6,851.52 Lowest | 8,725 ₹7,538.4 |
| 2.00 | 5.1.2
Providing and laying in position specified grade of reinforced cement concrete,
excluding the cost of centering, shuttering, finishing and reinforcement - All work up
to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm
nominal size derived from natural sources) | 2.97 | Cum | 10,490 ₹31,155.3 Lowest | 11,536 ₹34,261.92 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
15 Apr 2026, 4:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
GENERAL-ST Development-Ambedkar Settlement Development Scheme -Alathur LACDevelopment works of Cheramangalam Edamalakkunnu Colony in Melarkkodu GP, Palakkad District
2026_KEL_847440_2
KRO/BDC/2361/2026
Open Tender
Civil Works - Buildings
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
10 Jul 2026
8 Apr 2026
16 Apr 2026
8 Apr 2026
15 Apr 2026
8 Apr 2026
8 Apr 2026 - 15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 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 | 1 | Cum | - | - |
| 1.002 | OD272941/2025-2026
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 (DAR 51.2.3) | 1 | Cum | - | - |
| 1.003 | 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 | - | Cum | - | - |
| 1.004 | 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) | 1 | Cum | - | - |
| 1.005 | OD272948/2025-2026
Supplying and fixing Granite Name board 0.90mx0.75m with CC1:2:4, 1.00mx1.00m | - | No | - | - |
| 2Water tank structure | |||||
| 2.001 | 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 | - | Cum | - | - |
| 2.002 | 4.1.8
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4
coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm
nominal size derived from natural sources) | 1 | Cum | - | - |
| 2.003 | 5.1.2
Providing and laying in position specified grade of reinforced cement concrete,
excluding the cost of centering, shuttering, finishing and reinforcement - All work up
to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm
nominal size derived from natural sources) | - | Cum | - | - |
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