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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹6.3 LAccepted-AOC | 1st | Accepted-AOC Lowest | |
| 2 | 2nd₹6.7 L+₹34,757.42 (5.49%)Rejected-AOC | 2nd | Rejected-AOC 2nd Lowest |
Tender Value
₹6.2 L
EMD Value
₹15,607
Closing Date
5 Dec 2022, 2:00 pmClosed
Assistant Executive Engineer
PWD,Roads Sub Division,Kodungallur
SR Works 2022-23 Reconstruction of damaged Culvert at VK Gopalan Road Ch.1/750
2022_PWD_526818_3
35/AEER/KDR/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Kodungallur
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,380
Yes
₹15,607
Yes
29 Mar 2023
29 Nov 2022
7 Dec 2022
29 Nov 2022
5 Dec 2022
29 Nov 2022
Amount
Culvert
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
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.
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>
OD110449/2022-2023:Dry rubble with out concrete levelling course using department rubble including packing to compactness to lines and levels , labour charges etc complete as per direction of departmental officers at site.
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.
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
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>
OD121625/2022-2023:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD121620/2022-2023:Engaging man mazdoor
OD164466/2022-2023:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete (Based on DAR 60.2.2)
OD164467/2022-2023:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.(Based on DAR 60.1.1)
55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm <br>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.<br>300 mm x 900 mm
shihab k.a
Bidder Name
ASHIF K.A
shihab k.a
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