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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 LAccepted-AOC | ₹15.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.9 LRejected-AOC VATTAMTHALA VEEDU THATHIYOOR MANCHAVILAKOM P O | ₹15.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹16.1 LRejected-AOC MANCHAVILAKAM PERUMKADAVIL MANCHAVILAKAM PERUMKADAVIL | WAYANAD | KERALA | 670644 | ₹16.1 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | S.R.SATHYASEELAN L1 | DHARMARAJAN N L2 | PRASANTH L3 |
|---|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | ||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 59.33 | cum | 237.28 ₹14,077.82 | 247.55 ₹14,687.14 | 250.18 ₹14,843.18 |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 5.04 | cum | 2,341.24 ₹11,799.85 | 2,442.58 ₹12,310.60 | 2,414.9 ₹12,171.10 |
| 1.00 | 60.7.2: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. | 1.51 | cum | 2,732.85 ₹4,132.07 | 2,851.14 ₹4,310.92 | 3,060.1 ₹4,626.87 |
| 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) | 15.81 | cum | 7,306.37 ₹1.2 L | 7,622.63 ₹1.2 L | 7,703.72 ₹1.2 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 232.6 | sqm | 355.66 ₹82,726.52 | 371.06 ₹86,308.56 | 375 ₹87,225 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 93.1 | sqm | 702.64 ₹65,415.78 | 733.05 ₹68,246.96 | 740.85 ₹68,973.14 |
| 1.01 | 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 derived from natural sources) | 43.4 | cum | 9,177 ₹4.0 L | 9,574.23 ₹4.2 L | 9,676.08 ₹4.2 L |
| 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) | 27.45 | cum | 9,660.4 ₹2.7 L | 10,078.55 ₹2.8 L | 10,185.77 ₹2.8 L |
| 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) | 1.4 | cum | 8,506.54 ₹11,866.62 | 8,874.75 ₹12,380.28 | 8,969.16 ₹12,511.98 |
Tender Value
₹16.9 L
EMD Value
₹42,368
Closing Date
27 Feb 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER Irrigation Division Tvpm
GENERAL NIP Sabarimuttam Construction of Cut And Cover in Sabarimuttam field Canal near ch 1250m General Civil Work
2026_Irrig_840170_1
IRR/IA/TR/3266/2025_5_1_1/1
Open Tender
Civil Works - Others
180 days
Thiruvananathapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹42,368
21 May 2026
24 Feb 2026
2 Mar 2026
24 Feb 2026
27 Feb 2026
24 Feb 2026
DETAILED ESTIMATE
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
60.7.2: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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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 derived from natural sources)
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)
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)
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
2.25: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.
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