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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC NEKKATH HOUSE ACHANAMBALAM KANNAMANGALAM P O MALAPPURAM 676304 | MALAPPURAM | MALAPPURAM | KERALA | 676304 | ₹12.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹13.0 LRejected-AOC | ₹13.0 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ABDUL AZEEZ.P L1 | P. SUHAIB L2 |
|---|---|---|---|---|---|
| 1.00Drain and side protection works | |||||
| 1.00 | 2.4.4.D: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 - Dry rubble masonry | 36 | cum | 412.37 ₹14,845.32 | 421.82 ₹15,185.52 |
| 1.00 | 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) | 45 | cum | 53.72 ₹2,417.40 | 52.72 ₹2,372.40 |
| 1.00 | OD307836/2024-2025:Supplying and filling with granular material in the slushy area under culvert bed to achieve adequate bearing strength and for drainage layer laid in the line and level ,compacted with plate vibrator etc complete | 12 | cum | 1,888.78 ₹22,665.36 | 1,939.94 ₹23,279.28 |
| 1.00 | 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. | 27 | cum | 5,751.2 ₹1.6 L | 5,883.02 ₹1.6 L |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 117.87 | cum | 6,655.1 ₹7.8 L | 6,807.63 ₹8.0 L |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 3 | cum | 6,896.69 ₹20,690.07 | 7,054.76 ₹21,164.28 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1.75 | MT | 78,680.53 ₹1.4 L | 80,483.86 ₹1.4 L |
| 1.01 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 54 | cum | 2,256.79 ₹1.2 L | 2,308.51 ₹1.2 L |
| 1.01 | OD307740/2024-2025: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.( Derived From 60.6 ) | 25 | metre | 99.54 ₹2,488.50 | 102.31 ₹2,557.75 |
Tender Value
₹14.9 L
EMD Value
₹37,285
Closing Date
5 Feb 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer,PWD Roads Division Manjeri
General-SR Work-Urgent reconstruction of side protection wall in Vengara - Kunnumpuram road between ch. 3/600 - 3/800 in Vengara LAC
2026_PWD_830894_1
D5/PWD/RB/TR/6190/2025
Open Tender
Civil Works - Roads
90 days
Parappanangadi
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹37,285
Yes
26 Mar 2026
27 Jan 2026
7 Feb 2026
27 Jan 2026
5 Feb 2026
27 Jan 2026
Drain and side protection works
2.4.4.D: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 - Dry rubble masonry
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)
OD307836/2024-2025:Supplying and filling with granular material in the slushy area under culvert bed to achieve adequate bearing strength and for drainage layer laid in the line and level ,compacted with plate vibrator etc complete
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.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
OD307740/2024-2025: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.( Derived From 60.6 )
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
55.14:Providing and fixing retro-reflectorised ceramic tilesProviding and fixing retro-reflectorised ceramic tiles of size 10cmX20cm using High Intensity Micro Prismatic (Type IV) grade sheeting with 7 years warranty fixed over Ist quality ceramic glazed tiles including cost of glue, cutting charges, fixing with suitable adhisive on concrete or other surface etc complete.
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