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Tender Value
₹16.9 L
EMD Value
₹42,296
Closing Date
3 Oct 2026, 3:00 pm4d left
Assistant Executive Engineer
LSGD DIVISION, JILLA PANCHAYATH, PATHANAMTHITTA
Annual Plan- JP PTA 2025-26- Pro. No. 992/26 -- Maintenance of Marangattumukku Vattakkavu Road Konni Division- General Civil Work
2026_LSGD_871600_11
02/2026-27/AEE/LID and EW/PTA
Open Tender
Civil Works - Roads
Item Rate
270 days
PATHANAMTHITTA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹42,296
Yes
24 Sept 2026
24 Sept 2026
7 Oct 2026
24 Sept 2026
3 Oct 2026
24 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE | |||||
| 1.001 | OD503109/2025-2026:Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 394.8 | 1 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. | 36.23 | cum | - | - |
| 1.003 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 44.1 | cum | - | - |
| 1.004 | 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. | 462 | sqm | - | - |
| 1.005 | 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 | 3.08 | cum | - | - |
| 1.006 | OD501958/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802,803'1202 & 1203.P.C.C grade M
10(i)Nominal mix 1:3:6 without formwork(modified 11.4.1.1) | 3.3 | cum | - | - |
| 1.007 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1.71 | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.04 | tonne | - | - |
| 1.009 | OD502001/2025-2026::Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the
top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 7.95 | cum | - | - |
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