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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹4.2 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | Rejected-Technical | - | Rejected-Technical l2 |
| Sl No | Description | Qty | Unit | HARIS T L2 | MUHAMMAD FASIL L1 |
|---|---|---|---|---|---|
| 1.00Coumpound wall & Related 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 | 42.72 | cum | 350 ₹14,952 | 298.8 ₹12,764.74 Lowest |
| 1.00 | OD452491/2024-2025: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 | 16.5 | cum | 3,600 ₹59,400 | 3,513.3 ₹57,969.45 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) | 2.7 | cum | 8,800 ₹23,760 | 8,642.3 ₹23,334.21 Lowest |
| 1.00 | 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. | 10.8 | sqm | 800 ₹8,640 | 721.7 ₹7,794.36 Lowest |
| 1.00 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 216 | kg | 150 ₹32,400 | 98.9 ₹21,362.4 Lowest |
| 1.01 | 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 6.7 | cum | 6,000 ₹40,176 | 5,924.8 ₹39,672.46 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 96.48 | sqm | 350 ₹33,768 | 316 ₹30,487.68 Lowest |
| 1.01 | 13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) | 96.48 | sqm | 250 ₹24,120 | 190.8 ₹18,408.38 Lowest |
| 1.01 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 9.9 | cum | 1,000 ₹9,900 | 902.5 ₹8,934.75 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,575
Closing Date
25 Mar 2025, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER MANANTHAVADY MUNICIPALITY
Mananthavady Municipality Pro no 1042 Pilakkavu-Indhiragandhi health wellness centre compound wall construction
2025_LSGD_752384_34
TN/5/2025
Open Tender
Civil Works - Others
Item Rate
MANANTHAVADY
Please refer Tender documents.
11 documents required · 11 mandatory
₹935
Yes
₹10,575
Yes
20 Sept 2025
20 Mar 2025
26 Mar 2025
20 Mar 2025
25 Mar 2025
20 Mar 2025
Amount
Coumpound wall & Related 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
OD452491/2024-2025: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
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)
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.
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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.
OD459036/2024-2025:Providing and fixing NAME BOARD of average size 60cmx45cm fixing with 40mm GI pipe post including bottom concreting ,painting ,lettering etc complete as detailed below .Earth work excavation in all classes of soil,PCC 1:2:4 of size 20x20x50 size , 2 nos 40mm GI Pipe as main post average length 160cm, support strut with 25mm GI pipe 2 nos 50cm,1mm thick MS board of frame with 40x40x6 mm angle iron and 3mm thick MS gusset plates at junctions over all painting with synthetic enamel and lettering with synthetic enamel paint.
HARIS T (BID ID -2173493)
Bidder Name
MUHAMMAD FASIL
HARIS T
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