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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.1 LAccepted-AOC | L1 | Accepted-AOC Awarded | |
| 2 | L2₹38.4 L+₹33,277.62 (0.87%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | Rejected-Technical | - | Rejected-Technical Rejected since high quoted | |
| 4 | Rejected-Technical | - | Rejected-Technical Rejected since high quoted |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
4 Mar 2023, 5:00 pmClosed
NIMIL R T
Office of the Assistant Executive Engineer, LIDEW Sub Division,Iritty Block Panchayat
Annual Plan-2022-23 Iritty Block Panchayat Project No. 165-Rennovation of Therur Shiva Kshetra Temple Pond-General Civil Work
2023_LSGD_561151_8
DB/TEN/06/22-23
Open Tender
Civil Works - Others
Item Rate
365 days
Iritty
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
14 Apr 2023
25 Feb 2023
6 Mar 2023
25 Feb 2023
4 Mar 2023
25 Feb 2023
Amount
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
50.2.25.1:Filling with contractor's own earth ( 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 as per direction of site Engineer-in-charge
OD374144/2022-2023:Laterate DRY masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)
OD374255/2022-2023:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
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
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
11.20.2:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Medium shade pigment using 50% white cement 50 % Grey cement
K.T. DEVASIA
BAIJU. K
JOSE AS
Bidder Name
K.T. DEVASIA
JOSE AS
SANTHOSH P
BAIJU. K
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