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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.2 L+₹5,845.73 (0.58%)Rejected-AOC ALUKKA MOOKKANNOOR | ERNAKULAM | KERALA | 680667 | L2 | Rejected-AOC L2 | |
| 3 | L3₹10.3 L+₹20,217.01 (1.99%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹10.5 L+₹33,034.64 (3.26%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹12.5 L+₹2.3 L (23.0%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹12.7 L
EMD Value
₹31,763
Closing Date
26 Nov 2022, 3:00 pmClosed
Assistant Executive Engineer
O/O Assistant Executive Engineer,PWD Roads subdivision Aluva
The items included in the estimate are dismantling the existing culvert, Earth work, DR packing, PCC for culvert base and drain, M15 for side wall of culvert and drain, RCC m20 for culvet slab and painting
2022_PWD_531181_1
PWD/RB/10561/2022-2023
Open Tender
Civil Works - Roads
Item Rate
120 days
Muringhoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹31,763
Yes
18 Jan 2023
19 Nov 2022
28 Nov 2022
19 Nov 2022
26 Nov 2022
19 Nov 2022
Amount
CULVERT
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 Cement Concrete Grade M-15 & M-20 - 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>
OD75646/2022-2023:Dry stone packing under foundatin with good quality departmental rubble including all leads and lifts complete as per the 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.A.1: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 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
13.10:Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
OD141821/2022-2023:PCC M15 for wearing course of drainage facilities
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.
12.8.1.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>
OD176047/2022-2023:Engaging Man Mazdoor for clearing the debris and traffic regulations and the miscellaneous works as directed by the departmental engineers at site
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
ELDO ALIAS
P V BABYCHAN
STALIN V V
Vishnu P S
Bidder Name
P V BABYCHAN
K. K. YACOB
STALIN V V
Vishnu P S
ELDO ALIAS
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