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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | A S SHAJAHAN L1 | KHADIRKUNJU A S L2 |
|---|---|---|---|---|---|
| 1.00Protection works for Thodu | |||||
| 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 | 54.6 | cum | 359.61 ₹19,634.71 Lowest | 359.72 ₹19,640.71 |
| 1.00 | OD477575/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 87.36 | cum | 2,966.26 ₹2,59,132.47 Lowest | 2,967.18 ₹2,59,212.84 |
| 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 32.76 | cum | 7,930.41 ₹2,59,800.23 Lowest | 7,932.87 ₹2,59,880.82 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 45.24 | cum | 8,566.46 ₹3,87,546.65 Lowest | 8,569.11 ₹3,87,666.54 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 452.4 | sqm | 386.04 ₹1,74,644.5 Lowest | 386.16 ₹1,74,698.78 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 288.6 | sqm | 317.21 ₹91,546.81 Lowest | 317.31 ₹91,575.67 |
| 1.01 | 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) | 7.8 | cum | 9,233.08 ₹72,018.02 Lowest | 9,235.94 ₹72,040.33 |
| 1.01 | OD477622/2025-2026:Providing name board of average size 90 cm x60 cm fixing with 50 mm GI pipe post including bottom concreting, painting, lettering etc complete - as detailed below.
Earth work excavation in all class of soil, PCC 1:4:8 10 cm thick, bottom pedestel of size 30x30x45 cm with CC 1:2:4, 50 mm GI pipe as main post of average length 145 cm, support struct with 25 mm GI pipe 2 nos 50 cm, 1 mm thick MS Sheet board of frame with 40x40x6 mm angle iron and 3 mm thick MS Gusset plates at junctions, over all painting with synthetic enamel paint and lettering with synthetic enamel paint. | 1 | each | 5,816.74 ₹5,816.74 Lowest | 5,818.54 ₹5,818.54 |
Tender Value
₹12.7 L
EMD Value
₹31,763
Closing Date
27 Feb 2026, 3:00 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam
Refer tender document
2026_LSGD_838467_1
ET236/DPEKM/AEE/LSGD/25-26
Open Tender
Civil Works - Others
Item Rate
270 days
O/o The Executive Engineer
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,763
Yes
16 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
Protection works for Thodu
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
OD477575/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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)
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
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)
OD477622/2025-2026:Providing name board of average size 90 cm x60 cm fixing with 50 mm GI pipe post including bottom concreting, painting, lettering etc complete - as detailed below. Earth work excavation in all class of soil, PCC 1:4:8 10 cm thick, bottom pedestel of size 30x30x45 cm with CC 1:2:4, 50 mm GI pipe as main post of average length 145 cm, support struct with 25 mm GI pipe 2 nos 50 cm, 1 mm thick MS Sheet board of frame with 40x40x6 mm angle iron and 3 mm thick MS Gusset plates at junctions, over all painting with synthetic enamel paint and lettering with synthetic enamel paint.
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