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Tender Value
₹11.8 L
EMD Value
₹29,432
Closing Date
6 Jun 2026, 3:00 pmDue tomorrow
AEE
Assistant Executive Engineer PWD bridges Sub Division Thrissur
Rehabilitation Works for Kondayur Cheerakuzhi Canal Bridge, Muttippalam Bridge, Akamala Bridge under Thrissur Bridges Section-Rehabilitation Works
2026_PWD_851826_2
E-01/2026-27/AEE/PWD/Bridges
Open Tender
Civil Works - Bridges
180 days
Thrissur
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹29,432
30 May 2026
30 May 2026
8 Jun 2026
30 May 2026
6 Jun 2026
30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1APPENDIX 1-Rehabilitation Works | ||||||
| 1.001 | 2.4.2.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 Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD175982/2025-2026:
Rough stone drypacking with good quality blasted rubble including packing to
compactness to lines levels, cost and conveyance of all materials labour charges etc.
completeasperdirectionofDepartmentalofficersatsite (CTE data 1.5) | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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. | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork) | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 13.5.E.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | - | MT | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. | - | metre | - | - | BI01010001010000000000000515BI0100001122 |
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