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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-AOC | ₹7.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.5 L+₹58,050.04 (7.35%)Rejected-AOC | ₹8.5 L+₹58,050.04 (7.35%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | AAR DEE BUILDERS L2 | MANIMA BUILDERS L1 |
|---|---|---|---|---|---|
| 1.00COMPLETION WORKS | |||||
| 1.00 | 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 | 18.7 | cum | 335.74 ₹6,278.34 | 312.74 ₹5,848.24 Lowest |
| 1.00 | OD350596/2025-2026:Filling with contractor's own earth((excluding rock) in OPEN AREAS in layers not exceeding 20 cm in depth, consolidated each layer by ramming and watering, lead up to 50 m
and lift up to 1.5 m as per direction of Engineer-in-charge (Excluding Roller Compaction) | 169.9 | cum | 415.76 ₹70,639.29 | 387.28 ₹65,800.42 Lowest |
| 1.00 | 16.1:Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 189 | sqm | 211.28 ₹39,931.92 | 196.81 ₹37,197.09 Lowest |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 10.13 | cum | 9,299.67 ₹94,252.16 | 8,662.64 ₹87,795.86 Lowest |
| 1.00 | 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 | 912.15 | kilogram | 104.93 ₹95,711.9 | 97.74 ₹89,153.54 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 11.83 | sqm | 360.41 ₹4,263.65 | 335.72 ₹3,971.57 Lowest |
| 1.01 | OD350597/2025-2026: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 | 39.84 | cum | 3,727.23 ₹1,48,511.48 | 3,471.91 ₹1,38,338.25 Lowest |
| 1.01 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 2.16 | cum | 8,367.28 ₹18,073.32 | 7,794.12 ₹16,835.3 Lowest |
| 1.01 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes | 202.5 | kg | 210.94 ₹42,715.35 | 196.49 ₹39,789.23 Lowest |
Tender Value
₹10 L
EMD Value
₹21,186
Closing Date
7 Nov 2025, 5:00 pmClosed
ASSISTANT ENGINEER
LID and EW SUBDIVISION MANANTHAVADY BLOCK
Completion of Buds Rehabilitation Vocational training Therapy Centre
2025_LSGD_806532_2
AEE/TND/25-26/04/191
Open Tender
Civil Works - Buildings
Item Rate
180 days
EDAVAKA
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,186
Yes
8 Apr 2026
31 Oct 2025
10 Nov 2025
31 Oct 2025
7 Nov 2025
31 Oct 2025
Amount
COMPLETION WORKS
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
OD350596/2025-2026:Filling with contractor's own earth((excluding rock) in OPEN AREAS in layers not exceeding 20 cm in depth, consolidated each layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of Engineer-in-charge (Excluding Roller Compaction)
16.1:Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
OD350597/2025-2026: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
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD351246/2025-2026:Construction of granular sub-base by providing local material, spreading in uniform layers ,compacting by ramming complete as per Technical Specification(ii) Using Gravel mix soil.
16.91.2: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 sand, 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.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
AAR DEE BUILDERS (BID ID -2430775)
Bidder Name
MANIMA BUILDERS
AAR DEE BUILDERS
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