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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 LAccepted-AOC | ₹27.0 L | L1 | Accepted-AOC AWARDED |
| 2 | L2₹29.7 L+₹2.7 L (10.1%)Rejected-AOC | ₹29.7 L+₹2.7 L (10.1%) | L2 | Rejected-AOC REJECTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | GCOPS INFRASTRUCTURE DEVELOPERS PRIVATE LIMITED L3 | Jinson.k.Joseph L1 | BENOY T V L2 | AJI T S L6 | OVERSEAS CONSTRUCTION AND LABOUR CONTRACT SAHAKARANA SANGHAM L4 | Sulthan Bathery Labour Contract and Construction Co.Operative Societey Ltd. L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00NEW CONSTRUCTION | |||||||||
| 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 | 135.21 | cum | 310 ₹41,915.1 | 289.07 ₹39,085.15 Lowest | 301.83 ₹40,810.43 | 335.74 ₹45,395.41 | 318.18 ₹43,021.12 | 332 ₹44,889.72 |
| 1.00 | 51.2.3:Filling with Quarry Muck 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 | 8.75 | cum | 838 ₹7,332.5 | 780.94 ₹6,833.23 Lowest | 815.4 ₹7,134.75 | 907.01 ₹7,936.34 | 859.57 ₹7,521.24 | 897 ₹7,848.75 |
| 1.00 | OD331847/2025-2026: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 | 119.55 | cum | 3,444 ₹4,11,719.87 | 3,209.15 ₹3,83,644.26 Lowest | 3,350.78 ₹4,00,575.7 | 3,727.23 ₹4,45,579.16 | 3,532.3 ₹4,22,275.87 | 3,689 ₹4,41,008.88 |
| 1.00 | 5.9.21:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. | 26.86 | sqm | 756 ₹20,303.14 | 704.84 ₹18,929.18 Lowest | 735.94 ₹19,764.4 | 818.63 ₹21,985.13 | 775.82 ₹20,835.42 | 810 ₹21,753.36 |
| 1.00 | 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. | 136.29 | cum | 275 ₹37,479.48 | 255.92 ₹34,879.08 Lowest | 267.21 ₹36,417.78 | 297.24 ₹40,510.54 | 281.69 ₹38,391.25 | 295 ₹40,205.26 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 99.95 | cum | 384 ₹38,379.26 | 358.18 ₹35,798.66 Lowest | 373.98 ₹37,377.81 | 416 ₹41,577.54 | 394.24 ₹39,402.71 | 412 ₹41,177.75 |
| 1.01 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 12.41 | cum | 6,841 ₹84,869.45 | 6,374.87 ₹79,086.64 Lowest | 6,656.22 ₹82,577.07 | 7,404.03 ₹91,854.4 | 7,016.8 ₹87,050.42 | 7,330 ₹90,935.98 |
| 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 derived from natural sources) | 27.72 | cum | 9,045 ₹2,50,745.49 | 8,428.78 ₹2,33,662.64 Lowest | 8,800.78 ₹2,43,975.22 | 9,789.52 ₹2,71,385.07 | 9,277.53 ₹2,57,191.69 | 9,600 ₹2,66,131.2 |
| 1.01 | 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 derived from natural sources) | 3.85 | cum | 11,015 ₹42,385.72 | 10,263.72 ₹39,494.79 Lowest | 10,716.71 ₹41,237.9 | 11,920.7 ₹45,870.85 | 11,297.25 ₹43,471.82 | 11,800 ₹45,406.4 |
Tender Value
₹31.4 L
EMD Value
₹50,000
Closing Date
28 Oct 2025, 6:00 pmClosed
AE LIDEW
LSGD MEENANGADI
457/25-26 CONSTRUCTION OF OLIVAYAL PADASHEKARA SAMITHI GRAMA KENDRAM
2025_LSGD_812125_2
AE/ET-07/25-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
MEENANGADI GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
20 Nov 2025
18 Oct 2025
30 Oct 2025
18 Oct 2025
28 Oct 2025
18 Oct 2025
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