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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.2 LAccepted-AOC CHELLIMARTHARA PANDARAKKULAM SC COLONY COMPREHENSIVE DEVELOPMENT THENKURISSI GRAMA PANCHAYAT THAROOR DIVISION PROJECT NO 145 24 COLONY SAMAGRA VIKASANAM PROJECT NO 145 24 GENERAL CIVIL WORK | PALAKKAD | KERALA | 672122 | ₹6.2 L | 1 | Accepted-AOC L1 |
| 2 | 2₹7.0 LRejected-Finance | ₹7.0 L | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical KERALA | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | VELAYUDHAN K C L4 | VIJAYARAGHAVAN C L3 | SUDHAKARAN.A.K L2 | NIKHIL. C .K L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road Concreting | |||||||
| 1.00 | OD416675/2025-2026:Filling with quarry muck
Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | 31.5 | cum | 1,042.54 ₹32,840.01 | 986.43 ₹31,072.55 | 960.89 ₹30,268.04 | 850.43 ₹26,788.55 |
| 1.00 | OD416676/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(i) Using naturally occuring gravel | 24.2 | cum | 2,084.1 ₹50,435.22 | 1,971.93 ₹47,720.71 | 1,920.88 ₹46,485.30 | 1,700.06 ₹41,141.45 |
| 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) | 36.3 | cum | 8,511.74 ₹3.1 L | 8,053.63 ₹2.9 L | 7,845.14 ₹2.8 L | 6,943.28 ₹2.5 L |
| 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 | 13.64 | cum | 838.23 ₹11,433.46 | 793.12 ₹10,818.16 | 772.58 ₹10,537.99 | 683.77 ₹9,326.62 |
| 1.00 | OD416729/2025-2026:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m
long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth
of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | 40 | no | 508.66 ₹20,346.40 | 481.29 ₹19,251.60 | 468.83 ₹18,753.20 | 414.93 ₹16,597.20 |
| 1.01 | 12.8:Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.6 | tonne | 89,007.57 ₹53,226.53 | 84,217.16 ₹50,361.86 | 82,036.97 ₹49,058.11 | 72,606.17 ₹43,418.49 |
| 1.01 | 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 | 2.42 | cum | 8,011.3 ₹19,387.35 | 7,580.13 ₹18,343.91 | 7,383.9 ₹17,869.04 | 6,535.06 ₹15,814.85 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 9.9 | cum | 7,829.21 ₹77,509.18 | 7,407.84 ₹73,337.62 | 7,216.06 ₹71,438.99 | 6,386.52 ₹63,226.55 |
| 1.01 | OD416730/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 24.5 | metre | 104.84 ₹2,568.58 | 99.2 ₹2,430.40 | 96.63 ₹2,367.44 | 85.52 ₹2,095.24 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
28 Feb 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT PALAKKAD
Annual Plan-DP-PKD-2025-26-PAARAKAL NELLIPADAM SC SANKETHAM NAVEEKARANAM IN NENMARA GP
2026_LSGD_838427_11
12/AEE/2025-26 DT-11/02/26
Open Tender
Civil Works - Others
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,183
Yes
21 May 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
Road Concreting
OD416675/2025-2026:Filling with quarry muck Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade
OD416676/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel
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)
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
OD416729/2025-2026:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
12.8:Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
OD416730/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
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
OD416797/2025-2026:Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete
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