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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.7 L+₹13,044.05 (2.36%)Admitted-Fee/PreQual/Technical/Finance | ₹5.7 L+₹13,044.05 (2.36%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAHUL C M L2 | RAGESH C M L1 |
|---|---|---|---|---|---|
| 1.00Thuruthikkulam Rennovation | |||||
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.68 | cum | 7,663.65 ₹20,538.58 | 7,487.38 ₹20,066.18 Lowest |
| 1.00 | 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. | 17.11 | cum | 8,299.77 ₹1,41,975.87 | 8,108.87 ₹1,38,710.33 Lowest |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 19.97 | sqm | 339.63 ₹6,781.73 | 331.81 ₹6,625.58 Lowest |
| 1.00 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 122.74 | kilogram | 107.18 ₹13,155.27 | 104.71 ₹12,852.11 Lowest |
| 1.00 | 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 | 316.68 | kg | 171.81 ₹54,408.79 | 167.85 ₹53,154.74 Lowest |
| 1.01 | 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 | 12.09 | cum | 330.41 ₹3,994.66 | 322.81 ₹3,902.77 Lowest |
| 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) | 1.9 | cum | 7,286.31 ₹13,829.42 | 7,118.72 ₹13,511.33 Lowest |
| 1.01 | 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) | 8.04 | cum | 7,870.9 ₹63,282.04 | 7,689.87 ₹61,826.55 Lowest |
| 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) | 3.45 | cum | 9,634.13 ₹33,237.75 | 9,412.54 ₹32,473.26 Lowest |
Tender Value
₹5.7 L
EMD Value
₹14,172
Closing Date
15 Sept 2026, 9:00 amClosed
Assistant Engineer
Assistant Engineer, LIDEW section, chengotukavu gp
refer tender documents
2026_LSGD_867360_1
AE/LSGD/CKV/160/26-27
Open Tender
Civil Works - Water Works
Item Rate
240 days
Chengotukavu GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,250
Yes
₹14,172
Yes
16 Sept 2026
5 Sept 2026
16 Sept 2026
5 Sept 2026
15 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Thuruthikkulam Rennovation | |||||
| 1.001 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.68 | cum | - | - |
| 1.002 | 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. | 17.11 | cum | - | - |
| 1.003 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 19.97 | sqm | - | - |
| 1.004 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 122.74 | kilogram | - | - |
| 1.005 | 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 | 316.68 | kg | - | - |
| 1.006 | 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 | 12.09 | cum | - | - |
| 1.007 | 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) | 1.9 | cum | - | - |
| 1.008 | 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) | 8.04 | cum | - | - |
| 1.009 | 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) | 3.45 | cum | - | - |
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