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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC | ₹11.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.6 LRejected-AOC V S BHAVAN AYIRA P O | KERALA | ₹12.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | VINCENT V L2 | S.R.SATHYASEELAN L1 |
|---|---|---|---|---|---|
| 1.00Detailed estimate | |||||
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 40 | hour | 419.58 ₹16,783.20 | 395.37 ₹15,814.80 |
| 1.00 | OD32667/2024-2025:Putting up ring bund and bailing out water by engaging man coolies during the course of construction and removing the bund after the completion of the work etc complete as directed by the departmental officers at site | 30 | each | 996.7 ₹29,901 | 939.18 ₹28,175.40 |
| 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 | 189.43 | cum | 237.27 ₹44,946.77 | 223.58 ₹42,353.43 |
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 13 | cum | 697.69 ₹9,069.97 | 657.43 ₹8,546.59 |
| 1.00 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 9.1 | cum | 1,580.36 ₹14,381.28 | 1,489.15 ₹13,551.27 |
| 1.01 | 60.7.1: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 | 160.46 | cum | 3,678.07 ₹5.9 L | 3,465.8 ₹5.6 L |
| 1.01 | 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. | 29.9 | cum | 2,732.85 ₹81,712.22 | 2,575.13 ₹76,996.39 |
| 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) | 11.21 | cum | 7,892.36 ₹88,497.03 | 7,436.87 ₹83,389.62 |
| 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) | 12 | cum | 9,660.39 ₹1.2 L | 9,102.86 ₹1.1 L |
Tender Value
₹14.0 L
EMD Value
₹35,026
Closing Date
19 Feb 2026, 2:30 pmClosed
Executive Engineer
Executive Engineer, Minor Irrigation Division, Jalavijnana Bhavan, Kowdiyar P O Thiruvananthapuram-695003
Construction of BLCB and other allied works in Chittar thodu near Thevarukonam temple at Manchamcodu ward
2026_Irrig_835679_1
20/EE-MI/2025-26
Open Tender
Civil Works - Water Works
240 days
Manchamcodu ward of Aaryancodu panchayath
Please refer Bid document
7 documents required · 7 mandatory
₹2,760
₹35,026
10 Mar 2026
11 Feb 2026
21 Feb 2026
11 Feb 2026
19 Feb 2026
11 Feb 2026
Detailed estimate
60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
OD32667/2024-2025:Putting up ring bund and bailing out water by engaging man coolies during the course of construction and removing the bund after the completion of the work etc complete as directed by the departmental officers at site
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
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
60.7.1: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
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.
4.1.5: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)
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
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