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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.6 LAccepted-AOC ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | PATHANAMTHITTA | KERALA | 689694 | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KADAMPAZHIPURAM GP MUCHEERIPPADI ROAD CONCRETE PROJ NO 255 | KOTTAYAM | KERALA | 686102 | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MUHAMMED NISHAD M L2 | Gopalakrishnan N L3 | SULAIMAN M K L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||
| 1.00 | OD52712/2026-2027: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 | 411 | sqm | 34.43 ₹14,150.73 | 31 ₹12,741 Lowest | 33.89 ₹13,928.79 |
| 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 | 47.25 | cum | 3,127.59 ₹1,47,778.63 | 3,200 ₹1,51,200 | 3,078.53 ₹1,45,460.54 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) | 43.2 | cum | 8,961.23 ₹3,87,125.14 | 9,000 ₹3,88,800 | 8,820.65 ₹3,81,052.08 Lowest |
| 2.00PROTECTION WALL | ||||||
| 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 | 65.6 | cum | 241.39 ₹15,835.18 | 240 ₹15,744 | 237.61 ₹15,587.22 Lowest |
| 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 | 81.4 | cum | 337.05 ₹27,435.87 | 340 ₹27,676 | 331.77 ₹27,006.08 Lowest |
| 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) | 14.2 | cum | 7,433.11 ₹1,05,550.16 | 7,600 ₹1,07,920 | 7,316.5 ₹1,03,894.3 Lowest |
| 2.00 | OD59006/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. | 49.2 | cum | 3,741.87 ₹1,84,100 | 3,600 ₹1,77,120 Lowest | 3,683.17 ₹1,81,211.96 |
| 2.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 76.88 | cum | 7,817.85 ₹6,00,997.22 | 8,000 ₹6,15,000 | 7,695.2 ₹5,91,568.5 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,353
Closing Date
10 Aug 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHYATH OFFICE PALAKKAD
Annual Plan-DP PKD 2026-27 - Attappady Division - Ambedkar sanketham road in Sholayoor GP
2026_LSGD_863060_31
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
₹2,760
Yes
₹42,353
Yes
29 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 CONCRETING | |||||
| 1.001 | OD52712/2026-2027: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 | - | - |
| 2PROTECTION WALL | |||||
| 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 | 1 | cum | - | - |
| 2.002 | 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 | - | - |
| 2.003 | 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 | - | - |
| 2.004 | OD59006/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. | - | cum | - | - |
| 2.005 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
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