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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹37.0 L+₹2.7 L (7.95%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹38.9 L+₹4.6 L (13.5%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹39.0 L+₹4.7 L (13.8%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹42.3 L+₹8.0 L (23.4%)Rejected-Finance NULL | L5 | Rejected-Finance L5 |
Tender Value
₹40.2 L
EMD Value
₹50,000
Closing Date
29 Jun 2021, 3:00 pmClosed
Executive Engineer, PWD Roads Division, MVPA
O/o Executive Engineer, PWD Roads Division, MVPA
The surface of road damaged protection for about 50m on either side of the road in Paddy field area is fully damaged Culvert in this portion damaged by its slab and also the Abutment and Wing wall interlocking tile for 200m in water logged area
2021_PWD_426635_1
RD/2021/435
Open Tender
Civil Works - Roads
Item Rate
180 days
Nagapuzha Kumaramangal road
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
7 Sept 2021
18 Jun 2021
2 Jul 2021
18 Jun 2021
29 Jun 2021
18 Jun 2021
Amount
Construction of Retaining wall
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
2.4.1.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 - Cement Concrete Grade M-15 & M-20. - By Manual Means
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
od23384/2020_2021/RD:Dry rubble masonry for foundation and superstructure
od23388/2020_2021/RD:Dry rubble Masonry work for foundation and superstructure of retaining wall etc. complete using department rubble
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
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
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm 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 801.300 mm x 900 mm
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
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.
VARGHESE SCARIA
ERNAKULAM DISTRICT LABOUR CONTRACTING COOPERATIVE SOCIETY LIMITED
JINU GEORGE
biju vp
Bidder Name
JINU GEORGE
biju vp
VARGHESE SCARIA
JOLLY JOSE
ERNAKULAM DISTRICT LABOUR CONTRACTING COOPERATIVE SOCIETY LIMITED
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