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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.7 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹7.3 L+₹55,047.87 (8.20%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹7.4 L+₹66,908.18 (9.96%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | PATHANAMTHITTA | KERALA | 689694 | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | MUHAMMED NISHAD M L4 | arun mohanan L2 | VISHNU PRASAD S L1 | SULAIMAN M K L5 | P G BABU L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||||
| 1.00 | OD52660/2026-2027:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in allakinds of soil | 465 | sqm | 32.15 ₹14,949.75 | 31.52 ₹14,656.8 | 24.32 ₹11,308.8 Lowest | 32.42 ₹15,075.3 | 32.04 ₹14,898.6 |
| 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 | 46.5 | cum | 2,920.64 ₹1,35,809.76 | 2,863.9 ₹1,33,171.35 | 2,695.13 ₹1,25,323.55 Lowest | 2,945.01 ₹1,36,942.97 | 2,910.63 ₹1,35,344.3 |
| 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) | 69.75 | cum | 8,368.28 ₹5,83,687.53 | 8,205.91 ₹5,72,362.22 | 7,584 ₹5,28,984 Lowest | 8,438.1 ₹5,88,557.48 | 8,339.59 ₹5,81,686.4 |
| 2.00ROAD WIDENING | ||||||||
| 2.00 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 29.25 | cum | 225.42 ₹6,593.54 | 220.5 ₹6,449.63 | 204.3 ₹5,975.78 Lowest | 227.31 ₹6,648.82 | 224.65 ₹6,571.01 |
Tender Value
₹8.5 L
EMD Value
₹21,173
Closing Date
10 Aug 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHYATH OFFICE PALAKKAD
Annual Plan-DP PKD 2026-27 - Attapady Division - Maranatti chelappan area road in Sholayoor GP
2026_LSGD_863060_29
02/AEE/2026-27 DT-28.07.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,173
Yes
24 Sept 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 1.001 | OD52660/2026-2027:Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in allakinds of soil | - | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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) | - | cum | - | - |
| 2ROAD WIDENING | |||||
| 2.001 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
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