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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.5 LAccepted-AOC | ₹13.5 L | 1 | Accepted-AOC L1 |
| 2 | 2₹13.5 L+₹1,340.08 (0.10%)Rejected-AOC NEDUMKANDAM GP | WAYANAD | KERALA | 670644 | ₹13.5 L+₹1,340.08 (0.10%) | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | V P CONSTRUCTION L2 | B SASIDHARAN NAIR L1 |
|---|---|---|---|---|---|
| 1.00SEPTIC TANK, SOAK PIT , BUILDING MAINTENANCE | |||||
| 1.00 | 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 | 60.77 | cum | 200 ₹12,153.2 Lowest | 216.2 ₹13,137.61 |
| 1.00 | 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) | 4.08 | cum | 7,113 ₹29,006.81 | 6,885.8 ₹28,080.29 Lowest |
| 1.00 | OD357407/2024-2025:DRY RUBBLE MASONRY-Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to the line and level, cost and conveyance of all materials, labour charges etc complete as per the direction of engineer in charge | 30.56 | cum | 3,500 ₹1,06,960 Lowest | 3,527.8 ₹1,07,809.57 |
| 1.00 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 9.79 | cum | 7,153 ₹70,042.18 | 6,924.3 ₹67,802.75 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1.42 | sqm | 350 ₹497 | 338.8 ₹481.1 Lowest |
| 1.01 | 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 | 1,148.7 | kilogram | 102 ₹1,17,167.4 | 99.31 ₹1,14,077.4 Lowest |
| 1.01 | 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. | 36.04 | sqm | 748 ₹26,957.92 | 724.6 ₹26,114.58 Lowest |
| 1.01 | 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 | 43.1 | metre | 212 ₹9,137.2 | 205.9 ₹8,874.29 Lowest |
| 1.01 | 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 | 15.99 | cum | 9,275 ₹1,48,279.43 | 9,179.66 ₹1,46,755.22 Lowest |
Tender Value
₹14.0 L
EMD Value
₹34,951
Closing Date
24 Feb 2025, 6:55 pmClosed
AMMU DAVID
ASSISTANT ENGINEER LID AND EW NEDUMKANDAM B P
Annual Plan-Nedumkandam BP 2024-25 Additional Fascilities to Pushpakandam Homeo Hospital-Pro. No. 71/2024-25-General Civil Work
2025_LSGD_736912_2
07/AE/LSGD/NDKM/24-25
Open Tender
Civil Works - Buildings
Item Rate
300 days
NEDUMKANDAM BLOCK
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹34,951
Yes
8 Sept 2025
12 Feb 2025
27 Feb 2025
12 Feb 2025
24 Feb 2025
12 Feb 2025
Amount
SEPTIC TANK, SOAK PIT , BUILDING MAINTENANCE
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)
OD357407/2024-2025:DRY RUBBLE MASONRY-Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to the line and level, cost and conveyance of all materials, labour charges etc complete as per the direction of engineer in charge
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
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.
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
5.1.2: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
50.6.6.3:Hollow block masonry using pre cast solid blocks ( Factory made ) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for Super structure above floor two level upto floor five level for 10cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand ) including cost of scaffolding etc complete
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
50.12.4.1:Providing and fixing false ceiling with 7.5 mm thick PVC plain panel board ceiling of approved quality in aluminium frame work with necessary screws etc complete (aluminium frame work shall be paid separately)
21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
21.3.2:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness
OD406250/2024-2025:Providing and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc.. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 6mm metal, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern.
V P CONSTRUCTION (BID ID -2116772)
Bidder Name
B SASIDHARAN NAIR
V P CONSTRUCTION
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