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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.0 LAccepted-AOC | ₹83.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.0 Cr+₹18.9 L (22.8%)Rejected-Finance | ₹1.0 Cr+₹18.9 L (22.8%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.0 Cr+₹21.6 L (26.1%)Rejected-Finance | ₹1.0 Cr+₹21.6 L (26.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.2 Cr+₹33.2 L (40.0%)Rejected-Finance | ₹1.2 Cr+₹33.2 L (40.0%) | L4 | Rejected-Finance L4 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
12 Mar 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer Irrigation Division Ernakulam
Reconstruction of bridge
2021_Irrig_416170_1
32/EE/I/2020-21/S
Open Tender
Civil Works - Others
Item Rate
180 days
Ezhikkara
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,250
₹50,000
Yes
30 Jun 2021
17 Feb 2021
16 Mar 2021
17 Feb 2021
12 Mar 2021
17 Feb 2021
17 Feb 2021 - 12 Mar 2021
Amount
APPENDIX- A
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
60.7.3 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
od31700/2020_2021/IA : RING BUND - Putting up ring bund as per approved shape 3.50 m bottom width, 1.00 m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.60m apart and filled in between with puddle clay to form bund for an average height 3.50m including labour dismantling the bund after completion of the work etc. complete.
60.2.1 : EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
60.2.2 : 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
60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
od31524/2020_2021/IA : Removing the earthen bund and cleaning the obstructions to the flow including depositing the soil as instructed by the departmental officers
8.12 : Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvillinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge.a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
16.21 : Engraving letters in hard stone
13.71 : Lettering with black Japan pint of approved brand and manufacture
Appendix-B
12.23.6 : Bored cast-in-situ M35 grade R.C.C. Pile using concrete mixer excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-750 mm
od31489/2020_2021/IA : Providing casing pipe of 750 mm inner dia made out of 6 mm thick M.S. plate used for casting in-situ bored piled and erecting at site in lines and levels and driving down to the required depth including cost and conveyance of all materials , all fabrication charges and welding charges with all leads and lifts etc. complete according to the necessity at site as directed by the deptl. officers 12.22 MORTH 1200 & 1900
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
12.39 : Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap
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)
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.
K T Mathew and Co
JOSEPH GEORGE M
Abeesh.k.p.
Bidder Name
K T Mathew and Co
JOSEPH GEORGE M
Abeesh.k.p.
THIXOTROPY DESIGN AND CONSTRUCTION SOLTU P LTD
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