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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.5 LAccepted-AOC LID AND EW SECTION PALLIKKATHODU GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102 | ₹30.5 L | L1 | Accepted-AOC Lowest bidder hence accepted |
| 2 | L2₹31.0 L+₹45,619.25 (1.49%)Rejected-AOC | ₹31.0 L+₹45,619.25 (1.49%) | L2 | Rejected-AOC Second lowest bidder hence rejected |
| 3 | L3₹32.0 L+₹1.5 L (4.80%)Rejected-AOC | ₹32.0 L+₹1.5 L (4.80%) | L3 | Rejected-AOC Third lowest bidder hence rejected |
| 4 | L4₹32.7 L+₹2.1 L (6.97%)Rejected-Finance KARUKAMALAYIL PERUMBAIKADU P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | ₹32.7 L+₹2.1 L (6.97%) | L4 | Rejected-Finance Fourth lowest bidder. Hence rejected |
| 5 | L5₹33.6 L+₹3.1 L (10.1%)Rejected-Finance | ₹33.6 L+₹3.1 L (10.1%) | L5 | Rejected-Finance High quoted bidder hence rejected |
Tender Value
₹32.7 L
EMD Value
₹50,000
Closing Date
17 Feb 2024, 3:00 pmClosed
Executive Engineer
PWD Buildings Division Kottayam
GENERAL Govt.College Internal Road Improvements to the internal roads at Govt.College, Kottayam . Surface dressing, items for concrete road work, interlock pavers etc. included in this work
2024_PWD_657593_1
PWD/BLDG/TR/24947/2022_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
180 days
Kottayam
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹50,000
15 Mar 2024
12 Feb 2024
19 Feb 2024
12 Feb 2024
17 Feb 2024
12 Feb 2024
Amount
Internal road
2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
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
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
OD212593/2022-2023:Engaging man coolies for clearing the site
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)
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
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
OD228503/2023-2024:Rent of road roller
INTERLOCK
OD229629/2023-2024: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.
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
K.V.SUDIN
TOMICHEN VARGHESE
SajeeshLukose
Jomon joseph
Bidder Name
Shajimon Joseph
SajeeshLukose
TOMICHEN VARGHESE
K.V.SUDIN
Jomon joseph
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1016190.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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