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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹14.7 L+₹24,073.79 (1.66%)Rejected-AOC PALAJI CHADAYAMANGALAM | PALAKKAD | KERALA | 678001 | L2 | Rejected-AOC Agreement executed by L1 |
Tender Value
₹13.4 L
EMD Value
₹33,449
Closing Date
25 Apr 2020, 3:00 pmClosed
Assistant Executive Engineer
The Assistant Executive Engineer, PWD Roads sub Division, Koyilanady
Reconstruction of Damaged Retaining wall
2020_PWD_353374_1
D4/TN/04/2020-21(04)
Open Tender
Civil Works - Roads
Item Rate
180 days
Balussery
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
online
₹33,449
Yes
3 Jul 2020
16 Apr 2020
29 Apr 2020
16 Apr 2020
25 Apr 2020
16 Apr 2020
Amount
CONSTRUCTION OF RETAINING WALL
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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>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)
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 <br> Dismantling Stone Masonry - Dry rubble masonry<br>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
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.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.
12.8.1.C : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
od25482/2019_2020 : Dry rubble for foundation and retaining wall including all charges. As per drawing and technical specification.
od25484/2019_2020 : Dry rubble masonry work (Using Deptl rubble ) for substructure 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 <br> Granular materialBack filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
K.ANIL KUMAR
Bidder Name
ANJANA CONSTRUCTIONS
K.ANIL KUMAR
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