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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.4 LAccepted-AOC | ₹78.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹86.3 LRejected-Finance | ₹86.3 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically not qualified |
| Sl No | Description | Qty | Unit | np constructions L1 | E.K.Abdulsalam L2 |
|---|---|---|---|---|---|
| 1.00road | |||||
| 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. | 567 | sqm | 16.01 ₹9,077.67 | 17 ₹9,639 |
| 1.00 | 3.5.2 Excavation in Soil with Dozer with lead upto 100 m 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. | 286.48 | cum | 66.8 ₹19,136.53 | 72 ₹20,626.2 |
| 1.00 | 4.1.A.1 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. (i)
For Grading I Material | 243.29 | cum | 3,337.8 ₹8,12,053.36 | 3,670 ₹8,92,874.3 |
| 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) | 266.38 | cum | 9,563.5 ₹25,47,572.95 | 10,519 ₹28,02,103.82 |
| 2.00side wall | |||||
| 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 | 63.56 | cum | 359.5 ₹22,849.82 | 394 ₹25,042.64 |
| 2.00 | 4.1.5 Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3
coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources) | 22.93 | cum | 8,569.1 ₹1,96,532.31 | 9,425 ₹2,16,162.38 |
| 2.00 | 4.1.3 Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse
sand (zone-III)derived from natural sources : | 191.18 | cum | 9,235.5 ₹17,65,596.71 | 10,158 ₹19,41,955.65 |
| 2.00 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any
thickness) including attached pilasters, butteresses, plinth and string courses etc. | 557 | sqm | 839.5 ₹4,67,601.5 | 922 ₹5,13,554 |
Tender Value
₹78.5 L
EMD Value
₹50,000
Closing Date
21 May 2026, 5:10 pmClosed
ENGINEER PROJECTS
KEL MAMALA KOCHI
GENERAL-SC Development-2025-26 - Ambedkar Grama Vikasana Program - Development works of Kallanakkara SC Nagar in Alathur LAC , Palakkad District-
2026_KEL_851000_1
KRO/BDC/2369/2026
Open Tender
Civil Works - Buildings
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
Yes
₹50,000
Yes
2 Jul 2026
14 May 2026
22 May 2026
14 May 2026
21 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 1.001 | 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 | - | - |
| 1.002 | 3.5.2 Excavation in Soil with Dozer with lead upto 100 m 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. | - | cum | - | - |
| 1.003 | 4.1.A.1 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. (i)
For Grading I Material | 1 | 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 | - | - |
| 2side wall | |||||
| 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 | 4.1.5 Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3
coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources) | 1 | cum | - | - |
| 2.003 | 4.1.3 Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse
sand (zone-III)derived from natural sources : | - | cum | - | - |
| 2.004 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any
thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
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