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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC KONDOTTY PO KONDOTTY PIN 673638 | KONDOTTY | MALAPPURAM | KERALA | 673638 | ₹3.0 L | L1 | Accepted-AOC agreement executed |
| 2 | L2₹3.0 L+₹6,243 (2.11%)Rejected-AOC | ₹3.0 L+₹6,243 (2.11%) | L2 | Rejected-AOC higher rate |
| Sl No | Description | Qty | Unit | Binoy mon P K L2 | Ramakrishnan k L1 |
|---|---|---|---|---|---|
| 1.00concrete | |||||
| 1.00 | OD503675/2025-2026:OD from 2.6.1 -Earth work in excavation by mechanical means (Hydraulic excavator)/manual
means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be
levelled and neatly dressed.
All classes of Soil? | 35.1 | cum | 250 ₹8,775 | 245 ₹8,599.5 Lowest |
| 1.00 | OD237991/2025-2026:[OD From MORD 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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 17.55 | cum | 3,200 ₹56,160 | 3,030 ₹53,176.5 Lowest |
| 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) | 26.32 | cum | 8,900 ₹2,34,292.5 | 8,784 ₹2,31,238.8 Lowest |
| 1.00 | OD56635/2025-2026:OD-Providing and fixing Granite name board of approved size with all details including all cost
fixing as per site condition and as per MLA SDF norms etc complete as per direction of
Engineer in charge | 1 | each | 2,950 ₹2,950 | 2,920 ₹2,920 Lowest |
Tender Value
₹3.0 L
EMD Value
₹7,402
Closing Date
2 Jun 2026, 2:00 pmClosed
BDO
BDO KONDOTTY
MLA-SDF KARAD CHALIKUZHI MANGATTUTHAZHAM ROAD IN VAZHAYOOR GP (WC 5703)
2026_CRD_845427_7
1802289-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
BLOCK DEVELOPMENT OFFICE KONDOTTY
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
Yes
₹7,402
Yes
29 Jul 2026
22 May 2026
3 Jun 2026
22 May 2026
2 Jun 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concrete | |||||
| 1.001 | OD503675/2025-2026:OD from 2.6.1 -Earth work in excavation by mechanical means (Hydraulic excavator)/manual
means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be
levelled and neatly dressed.
All classes of Soil | - | cum | - | - |
| 1.002 | OD237991/2025-2026:[OD From MORD 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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD56635/2025-2026:OD-Providing and fixing Granite name board of approved size with all details including all cost
fixing as per site condition and as per MLA SDF norms etc complete as per direction of
Engineer in charge | - | each | - | - |
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