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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹22.8 L+₹3.1 L (15.8%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹22.8 L+₹3.1 L (15.8%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹23.0 L+₹3.4 L (17.1%)Rejected-Finance | L4 | Rejected-Finance Fourth Lowest | |
| 5 | L5₹25.2 L+₹5.5 L (28.1%)Rejected-Finance | L5 | Rejected-Finance Fifth Lowest |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
13 Jun 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer Office of Executive Engineer NH Division Muvattupuzha
Dismantling of existing Pipe culvert Earthwork Excavation 20 mm dia HYSD dowel bars 1000mm dia Pipe culvert with collection pit interlocking tile over GSB 30m PCC retaining wall with weep holes parapet provisions for 10m drain and 90m Irish dra
2023_PWD_580040_1
PWD/NH/TR/3504/2023_5_1_1/1
Open Tender
Civil Works - Highways
Item Rate
180 days
keerithode
Please ref the tender document
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
24 Jul 2023
5 Jun 2023
15 Jun 2023
5 Jun 2023
13 Jun 2023
5 Jun 2023
Amount
Retaining wall at 18/100
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
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 <br> Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means<br>
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 <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br>
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
OD7947/2023-2024:DRY RUBBLE MASONRY _ Dry rubble(Department Rubble) without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at
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. <br> PCC Grade M15 <br>
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>
OD253956/2022-2023: PVC WEEP HOLES- Providing weep holes using 110 mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>
4.1.B.2: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-VI - For sub-base cum drainage layer - Mix in Place Method
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br>
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.
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
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
BENNY JOSEPH
GIMMY PAULOSE
MANESH JACOB
SHIYAS MUHAMMED
Bidder Name
P M Shaji
MANESH JACOB
BENNY JOSEPH
SHIYAS MUHAMMED
GIMMY PAULOSE
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