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Tender Value
₹8.5 L
EMD Value
₹21,162
Closing Date
29 Aug 2026, 5:00 pm2d left
Assistant Executive engineer
O/o AEE,PWD Roads subdivision,sulthan bathery
GENERAL-MLA ADF 2025-26 Thazhathuvayal Mezhukuthiri Unit Kottambam Road
2026_PWD_860502_3
PWD/RB/4092/2026-2027
Open Tender
Civil Works - Roads
Item Rate
180 days
SULTHAN BATHERY
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,870
₹21,162
Yes
17 Aug 2026
17 Aug 2026
31 Aug 2026
17 Aug 2026
29 Aug 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix -DR Retaining wall | |||||
| 1.001 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | - | cum | - | - |
| 1.002 | OD347132/2025-2026: Dry rubble masonry in foundation with good quality blasted rubble including packing to compactness to lines and levels cost conveyance of all materials labour charges etc complete as per direction of Departmental officers at site. | - | cum | - | - |
| 1.003 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | - | cum | - | - |
| 1.004 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - |
| 1.005 | OD347131/2025-2026:Providing and fixing Concrete name plate of size 600mmx100mm, 1200mm long, 800mm above ground level and 400mm below GL. casted in M20 Grade concrete reinforced with 8mm dia longitudinal bars @ 120 mm c/c and 8mm dia verticals @ 100mm c/c, firmly fixed in position by means of foundation of size 0.80mx0.30mx0.4m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in black letters in yellow surface. | - | no | - | - |
| 2Appendix 2 Road work | |||||
| 2.001 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | - | cum | - | - |
| 2.002 | 3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | - | cum | - | - |
| 2.003 | 4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method | 1 | cum | - | - |
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