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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 2₹7.0 LAccepted-AOC | 2 | Accepted-AOC L1 | |
| 2 | Rejected-Technical ACHARATH HOUSE KALLADIKODE | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SUDHEESH U L4 | NOUSHAD.V.M L1 | A SUGUNANUNNI L3 | ANWAR V A L2 |
|---|---|---|---|---|---|---|---|
| 1.00Drainage | |||||||
| 1.00 | 2.5.1.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means <br> (B) Cement Concrete | 3.78 | cum | 1,085.97 ₹4,104.97 | 1,021.19 ₹3,860.1 Lowest | 1,072.27 ₹4,053.18 | 1,032.79 ₹3,903.95 |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 56.4 | cum | 828.9 ₹46,749.96 | 779.46 ₹43,961.54 Lowest | 818.45 ₹46,160.58 | 788.31 ₹44,460.68 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 9.4 | cum | 7,922.18 ₹74,468.49 | 7,449.61 ₹70,026.33 Lowest | 7,822.26 ₹73,529.24 | 7,534.22 ₹70,821.67 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 42.37 | cum | 9,203.57 ₹3,89,955.26 | 8,654.55 ₹3,66,693.28 Lowest | 9,087.48 ₹3,85,036.53 | 8,752.85 ₹3,70,858.25 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.83 | tonne | 88,825.08 ₹1,62,372.25 | 83,526.46 ₹1,52,686.37 Lowest | 87,704.79 ₹1,60,324.36 | 84,475.16 ₹1,54,420.59 |
| 1.01 | OD506846/2025-2026:Name board (MORD):Supplying and providing readymade GI name board with allconveyance,labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm post,40x20x1.4mm outerframe, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting overa coat ofprimer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete | 1 | each | 2,467.8 ₹2,467.8 | 2,320.81 ₹2,320.81 Lowest | 2,436.9 ₹2,436.9 | 2,347.17 ₹2,347.17 |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 4.2 | cum | 58.83 ₹247.09 | 55.32 ₹232.34 Lowest | 58.08 ₹243.94 | 55.95 ₹234.99 |
| 1.01 | 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 | 4.2 | cum | 2,937.67 ₹12,338.21 | 2,762.43 ₹11,602.21 Lowest | 2,900.61 ₹12,182.56 | 2,793.81 ₹11,734 |
| 1.01 | 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) | 6.3 | cum | 8,417.06 ₹53,027.48 | 7,914.96 ₹49,864.25 Lowest | 8,310.89 ₹52,358.61 | 8,004.86 ₹50,430.62 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
7 Mar 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER OFFICE DISTRICT PANCHAYAT PALAKKAD
A n n u a l P l a n - D P - P K D - 2 0 2 5 - 2 6 - ELLAMKULAM PULLOTTU ROAD DRAINAGE ( WARD - 12 ) IN MANNUR GP
2026_LSGD_840617_7
13/AEE/2025-26 DT-27/02/2026
Open Tender
Civil Works - Others
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,183
Yes
15 Jun 2026
28 Feb 2026
10 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
Drainage
2.5.1.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means <br> (B) Cement Concrete
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD506846/2025-2026:Name board (MORD):Supplying and providing readymade GI name board with allconveyance,labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm post,40x20x1.4mm outerframe, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting overa coat ofprimer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
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
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)
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