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Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
3 Oct 2026, 4:00 pm6d left
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHAYATH OFFICE PALAKKAD
A n n u a l P l a n - D P - P K D - 2 0 2 6 - 2 7 - K O D U V A Y U R D I V I S I O N - CONSTRUCTION OF ROAD AT KALLAMPOTTA SANKETHAM IN PERUVEMBU GP
2026_LSGD_871103_24
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
₹21,186
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 | |||||
| 1.001 | 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. | 88.5 | cum | - | - |
| 1.002 | 4.1.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 | 44.7 | 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) | 63.68 | cum | - | - |
| 1.004 | 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 | 5.04 | cum | - | - |
| 1.005 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.26 | cum | - | - |
| 1.006 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 4.14 | cum | - | - |
| 1.007 | OD73439/2026-2027: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. | 4 | metre | - | - |
| 1.008 | OD73516/2026-2027:Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift up to 1.5 m | 47.91 | cum | - | - |
| 1.009 | OD137205/2026-2027:Providing and laying Reinforced Cement Concrete Pipe NP2 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culvertson first class bedding of granular mae 300mm dia | 6 | metre | - | - |
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