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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.9 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹71.0 L+₹2.0 L (2.87%)Rejected-Finance | L2 | Rejected-Finance Second Lowest Bidder | |
| 3 | L3₹76.3 L+₹7.3 L (10.6%)Rejected-Finance V S BHAVAN AYIRA P O | KERALA | L3 | Rejected-Finance Third Lowest Bidder | |
| 4 | L4₹79.1 L+₹10.1 L (14.7%)Rejected-Finance | L4 | Rejected-Finance Fourth Lowest Bidder | |
| 5 | L5₹89.4 L+₹20.4 L (29.6%)Rejected-Finance | L5 | Rejected-Finance Fifth Lowest Bidder |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
12 Feb 2025, 4:00 pmClosed
Executive Engineer
O/o the Executive Engineer Minor Irrigation Division Jalavijnan Bhavan Ambalamukku Thiruvananthapuram Pin 695003
Renovation of Perumkulam at Varkala muncipality
2025_Irrig_731370_1
04/EE-MI/2024-2025
Open Tender
Civil Works - Water Works
Item Rate
365 days
Varkala Municipality
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
₹50,000
15 Mar 2025
28 Jan 2025
14 Feb 2025
28 Jan 2025
12 Feb 2025
28 Jan 2025
Amount
Renovation of pond
OD9861/2024-2025:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible
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
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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
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
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
4.3.2: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.
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.
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)
4.1.5: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 20 mm 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)
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
5.22.6: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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD7881/2024-2025: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 motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method
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.
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.51.2:Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces:Two coats
SHIBU S V (BID ID -2104391)
B UDAYAKUMAR (BID ID -2100809)
VINCENT V (BID ID -2085916)
VISHNU B H (BID ID -2099491)
K Madhusoodhanan Nair (BID ID -2102826)
RTF INFRA PRIVATE LIMITED (BID ID -2102456)
Bidder Name
K Madhusoodhanan Nair
SHIBU S V
VISHNU B H
B UDAYAKUMAR
RTF INFRA PRIVATE LIMITED
VINCENT V
SEENA P S
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1167282.pdf
boq_comp_chart.xlsx
xlsx
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