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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.2 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹7.6 L+₹37,222.06 (5.17%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹7.7 L+₹49,055.93 (6.81%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L7 |
| Sl No | Description | Qty | Unit | MVG L7 | muhamedrafeek L3 | RAMESH KUMAR L5 | MUNEER P L4 | Sasidharan.k L2 | P P MANI L6 | SUHAIB A T L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 290 | sqm | 25 ₹7,250 | 14.56 ₹4,222.4 | 15.88 ₹4,605.2 | 14.74 ₹4,274.6 | 13 ₹3,770 Lowest | 18 ₹5,220 | 13.64 ₹3,955.6 |
| 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. | 31.05 | cum | 100 ₹3,105 | 60.82 ₹1,888.46 | 66.17 ₹2,054.58 | 61.57 ₹1,911.75 | 60 ₹1,863 | 56 ₹1,738.8 Lowest | 56.94 ₹1,767.99 |
| 1.00 | 6.1.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 | 49.7 | cum | 3,600 ₹1,78,920 | 3,037.47 ₹1,50,962.26 | 3,304.5 ₹1,64,233.65 | 3,074.85 ₹1,52,820.05 | 3,000 ₹1,49,100 | 3,338 ₹1,65,898.6 | 2,843.87 ₹1,41,340.34 Lowest |
| 1.00 | OD92390/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Morth 55.22) | 351.2 | sqm | 1,400 ₹4,91,680 | 1,123.87 ₹3,94,703.14 | 1,222.67 ₹4,29,401.7 | 1,137.7 ₹3,99,560.24 | 1,104 ₹3,87,724.8 | 1,236 ₹4,34,083.2 | 1,052.24 ₹3,69,546.69 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) | 24.47 | cum | 10,500 ₹2,56,935 | 8,703.01 ₹2,12,962.65 | 9,468.11 ₹2,31,684.65 | 8,810.12 ₹2,15,583.64 | 8,599 ₹2,10,417.53 | 9,566 ₹2,34,080.02 | 8,148.31 ₹1,99,389.15 Lowest |
| 1.01 | OD92389/2026-2027:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | 1 | each | 6,000 ₹6,000 | 4,970.29 ₹4,970.29 | 4,443.12 ₹4,443.12 Lowest | 5,031.46 ₹5,031.46 | 5,000 ₹5,000 | 5,000 ₹5,000 | 4,653.5 ₹4,653.5 |
Tender Value
₹8.5 L
EMD Value
₹21,146
Closing Date
13 Aug 2026, 2:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHYATH OFFICE PALAKKAD
Annual Plan-DP-PKD-2026-27-CHALISSERY DIVISION - CONSTRUCTION OF CHETTIPADI BHAHARIN ROAD IN THIRUMITTAKODE GP
2026_LSGD_863060_11
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
₹1,865
Yes
₹21,146
Yes
24 Sept 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
13 Aug 2026
1 Aug 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 | 6.1.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 | - | cum | - | - |
| 1.004 | OD92390/2026-2027:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. (Morth 55.22) | 1 | sqm | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD92389/2026-2027:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | - | each | - | - |
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