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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAccepted-AOC CHELAKUDY HOUSE KOTTAPADY P O KOTHAMANGALAM | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹10.8 L+₹69,021.80 (6.86%)Rejected-AOC ERNAKULAM | KERALA | 680667 | L2 | Rejected-AOC Second Lowest | |
| 3 | L2₹11.0 L+₹89,712.77 (8.91%)Rejected-AOC ASAMANNOOR | DHEMAJI | ASSAM | 787026 | L2 | Rejected-AOC Third Lowest |
Tender Value
₹11.7 L
EMD Value
₹29,212
Closing Date
27 Aug 2024, 2:00 pmClosed
Assistant Executive Engineer PVIP Sub Division No2
Assistant Executive Engineer PVIP Sub Division no 2 Perumbavoor
GENERAL-Action plan 2024-2025-PVIPUrgent Rectification works to Perumbavoor branch canal at Ch.5/575km and Ch 5/690km- General Civil Work
2024_Irrig_687213_1
ET-04/AEE2/PVIP/2024-25/S
Open Tender
Civil Works - Canal
Item Rate
180 days
Perumbavoor
Please refer tender documents
8 documents required · 8 mandatory
₹2,760
Yes
₹29,212
Yes
14 Feb 2025
22 Aug 2024
29 Aug 2024
22 Aug 2024
27 Aug 2024
22 Aug 2024
Amount
Protection works
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.
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
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
60.7.8: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
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)
16.11:Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
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.
5.1.2: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
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)
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
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
Crash Barrier
55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.
SREERAM K NANDAN
SUGATHAN C V
Bidder Name
SUGATHAN C V
byju varkey
SREERAM K NANDAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1069301.pdf
boq_comp_chart.xlsx
xlsx
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