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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.2 L+₹28,377.87 (4.11%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MAHESH L1 | SUNILKUMAR K L2 | SANAL KUMAR S L3 | BALUKRISHNA L4 | PRASANTH K L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Retaining Wall | ||||||||
| 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 | 17.85 | cum | 250 ₹4,462.5 Lowest | 250.06 ₹4,463.57 | 256.29 ₹4,574.78 | 266 ₹4,748.1 | 284.51 ₹5,078.5 |
| 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) | 2.55 | cum | 5,000 ₹12,750 Lowest | 5,738.13 ₹14,632.23 | 5,881.24 ₹14,997.16 | 6,099 ₹15,552.45 | 6,528.66 ₹16,648.08 |
| 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 | 2,700 | kilogram | 86.5 ₹2,33,550 | 82.77 ₹2,23,479 Lowest | 84.83 ₹2,29,041 | 98 ₹2,64,600 | 94.17 ₹2,54,259 |
| 1.00 | 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 | 17.85 | cum | 9,000 ₹1,60,650 | 7,649.68 ₹1,36,546.79 | 7,840.47 ₹1,39,952.39 | 7,490 ₹1,33,696.5 Lowest | 8,703.55 ₹1,55,358.37 |
| 1.00 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 23.8 | cum | 9,000 ₹2,14,200 Lowest | 9,223.28 ₹2,19,514.06 | 9,453.32 ₹2,24,989.02 | 9,250 ₹2,20,150 | 10,493.95 ₹2,49,756.01 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 51 | cum | 150 ₹7,650 Lowest | 258.56 ₹13,186.56 | 223.14 ₹11,380.14 | 232 ₹11,832 | 247.7 ₹12,632.7 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 68 | cum | 150 ₹10,200 Lowest | 525.83 ₹35,756.44 | 453.79 ₹30,857.72 | 471 ₹32,028 | 503.75 ₹34,255 |
| 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. | 119 | sqm | 400 ₹47,600 Lowest | 603.88 ₹71,861.72 | 618.94 ₹73,653.86 | 642 ₹76,398 | 687.08 ₹81,762.52 |
Tender Value
₹8.5 L
EMD Value
₹21,131
Closing Date
18 Dec 2024, 6:00 pmClosed
Superintending Engineer
Superintending Engineer, Corporation office Thiruvnanthapuram
Retaining Wall Construction of Govt Boys Higher Secondary Karamana
2024_LSGD_714292_10
DB/62983/2024-25(94)
Open Tender
Civil Works - Buildings
Item Rate
90 days
Karamana
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,865
Yes
₹21,131
Yes
16 Sept 2025
9 Dec 2024
20 Dec 2024
9 Dec 2024
18 Dec 2024
9 Dec 2024
Amount
Retaining Wall
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
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)
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
5.1.2: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
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
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.
SUNILKUMAR K (BID ID -2024490)
SANAL KUMAR S (BID ID -2024470)
BALUKRISHNA (BID ID -2023686)
PRASANTH K (BID ID -2025235)
Bidder Name
BALUKRISHNA
SANAL KUMAR S
MAHESH
SUNILKUMAR K
PRASANTH K
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