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Tender Value
₹8.5 L
EMD Value
₹21,180
Closing Date
3 Oct 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHAYATH OFFICE PALAKKAD
Annual Plan-DP-PKD-2026-27-Chalavara division- Vadakkinithodi SC sangetham samagravigasanam in Nellaya GP
2026_LSGD_871103_37
03/AEE/2026-27 DT-17.09.2026
Open Tender
Civil Works - Others
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,180
Yes
22 Sept 2026
22 Sept 2026
6 Oct 2026
22 Sept 2026
3 Oct 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD RENOVATION | |||||
| 1.001 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 14.4 | cum | - | - |
| 1.002 | OD73759/2026-2027: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
(modified data 60.7.1) | 37.28 | cum | - | - |
| 1.003 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1.6 | cum | - | - |
| 1.004 | 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 | 0.08 | tonne | - | - |
| 1.005 | 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. | 36.6 | cum | - | - |
| 1.006 | OD73764/2026-2027:Modified data 4.1.A.1 (MORD 2021)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 and compacting for
achieve the desired density, complete as per Technical Specification Clause 401. (i) For
Grading I Material | 36.6 | cum | - | - |
| 1.007 | OD120594/2026-2027:Filling With quarry much
fiilin up low laying and watter logged areas with local materials/quarry much spreading in layers,levelling the top at site and consolidation by ramming etc compete for improving the CBR value of sub grade | 8.1 | cum | - | - |
| 1.008 | 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) | 54.9 | cum | - | - |
| 2Name board | |||||
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