Tender For General-Reconstruction Of Damaged Culvert In Aranmula - Pariyaram Road @ Ch 3/300-Reconstruction Of Damaged Culvert In Aranmula - Pariyaram Road @ Ch 3/300 -General Civil Work-1
Tender Value
28.29 Lakhs
Estimated cost
Bid Submission
07 Aug 2026
2 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pathanamthitta → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for General-Reconstruction Of Damaged Culvert In Aranmula - Pariyaram Road @ Ch 3/300-Reconstruction Of Damaged Culvert In Aranmula - Pariyaram Road @ Ch 3/300 -General Civil Work-1
BOQ
| Sl. No. | Item Description |
| 1 | Appendix C Culvert |
| 2 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means |
| 3 | 2.4.4.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Rubble stone masonry in cement mortar. |
| 4 | OD180205/2025-2026:Engaging JCB for diverting natural stream |
| 5 | OD179991/2025-2026:Ring bund type1 Putting up ring bund as per approved shape 2.5M bottom width 1 m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6 m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismatling the bund after completion of the work etc complete |
| 6 | 12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means |
| 7 | OD39777/2026-2027:Supplying and Stacking Coconut Piles 6 m long |
| 8 | OD39780/2026-2027:Driving Down wooden piles (coconut) 200 to 300mm dia to approved lines and levels throughvarious strata including all hire charge and labour charges for fixing staging platform and otherappliances necessary for pile driving after pointing the bottom end up to 8m depth belowground level. 90cm c/c for culverts and 1m c/c for retaining walls |
| 9 | OD39787/2026-2027:Cutting and removing the excess length of wooden piles to lines and levels and removing thecut end of pile and stacking within 150 m |
| 10 | OD39789/2026-2027:Bailing out water and removing slush etc by using pumpset including cost of labour, oil, hirecharges of pumpset etc complete. |
| 11 | OD39850/2026-2027:DRY RUBBLE MASONRY- Dry rubble masonry using departmental rubblewith good quality blasted rubble including packing to compactness to lines and levels cost andconveyance of all materials labour charges etc complete as per the direction of departmentalofficers at site. |
| 12 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 13 | 12.8.E.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - Using Concrete Mixer |
| 14 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 15 | OD251969/2025-2026:Dry Rubble masonry for foundation and super structure of retaining wall including all cost asper design and drawings. |
| 16 | 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 |
| 17 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) |
| 18 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material |
| 19 | 4.1.B.1: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-V - For sub-base cum drainage layer - Mix in Place Method |
| 20 | 8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 21 | 55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm |
| 22 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysAug 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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