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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.4 LAccepted-AOC | ₹56.4 L | L1 | Accepted-AOC L1 |
| 2 | L3₹58.8 LRejected-AOC | ₹58.8 L | L3 | Rejected-AOC L2 |
| 3 | L3₹61.9 LRejected-AOC ANIL NIVAS THIRUPURAM KANCHAMPAZHINJI P O | ₹61.9 L | L3 | Rejected-AOC L3 |
| 4 | L4₹63.7 LRejected-AOC | ₹63.7 L | L4 | Rejected-AOC L4 |
| 5 | L5₹64.8 LRejected-AOC | ₹64.8 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | SRI SASTHA CONSTRUCTION L2 | J RAJESH L1 | VINCENT V L6 | RANI L3 | S.R.SATHYASEELAN L7 | JOHN VICTOR G L5 | Renjumon L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | ||||||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 542.5 | sqm | 14.92 ₹8,094.10 | 14.31 ₹7,763.18 | 16.75 ₹9,086.88 | 15.71 ₹8,522.68 | 16.75 ₹9,086.88 | 16.45 ₹8,924.13 | 16.35 ₹8,869.88 |
| 1.00 | OD37470/2025-2026: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 | 88 | each | 887.74 ₹78,121.12 | 851.79 ₹74,957.52 | 996.7 ₹87,709.60 | 934.76 ₹82,258.88 | 996.7 ₹87,709.60 | 979 ₹86,152 | 973.4 ₹85,659.20 |
| 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 | 125 | hour | 373.72 ₹46,715 | 358.58 ₹44,822.50 | 419.59 ₹52,448.75 | 393.51 ₹49,188.75 | 419.59 ₹52,448.75 | 412 ₹51,500 | 409.8 ₹51,225 |
| 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 | 1,020.38 | cum | 211.34 ₹2.2 L | 202.78 ₹2.1 L | 237.28 ₹2.4 L | 222.53 ₹2.3 L | 237.28 ₹2.4 L | 233 ₹2.4 L | 231.7 ₹2.4 L |
| 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. | 36 | cum | 2,437.38 ₹87,745.68 | 2,335.51 ₹84,078.36 | 2,732.85 ₹98,382.60 | 2,562.99 ₹92,267.64 | 2,732.85 ₹98,382.60 | 2,684 ₹96,624 | 2,669.15 ₹96,089.40 |
| 1.01 | 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. | 20 | cum | 575.26 ₹11,505.20 | 596.26 ₹11,925.20 | 697.7 ₹13,954 | 654.33 ₹13,086.60 | 697.7 ₹13,954 | 685 ₹13,700 | 658.2 ₹13,164 |
| 1.01 | 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 | 14 | cum | 1,466.37 ₹20,529.18 | 1,350.59 ₹18,908.26 | 1,580.36 ₹22,125.04 | 1,482.14 ₹20,749.96 | 1,580.36 ₹22,125.04 | 1,552 ₹21,728 | 1,490.9 ₹20,872.60 |
| 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 | 961.99 | cum | 3,275.97 ₹31.5 L | 3,143.3 ₹30.2 L | 3,677.07 ₹35.4 L | 3,449.47 ₹33.2 L | 3,678.07 ₹35.4 L | 3,612 ₹34.7 L | 3,469 ₹33.4 L |
| 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) | 12.32 | cum | 6,507.62 ₹80,173.88 | 6,244.07 ₹76,926.94 | 7,306.66 ₹90,018.05 | 6,852.26 ₹84,419.84 | 7,306.37 ₹90,014.48 | 7,176 ₹88,408.32 | 7,136 ₹87,915.52 |
Tender Value
₹73.3 L
EMD Value
₹50,000
Closing Date
5 Jan 2026, 2:30 pmClosed
Executive Engineer
Executive Engineer, Minor Irrigation Division, Jalavijnana Bhavan, Kowdiyar P O Thiruvananthapuram-695003
Renovation of Check dam and construction of side protection wall of Maruthathoor thodu near Kavuvila bridge in Nilamel ward of Neyyattinkara Municipality
2025_Irrig_823159_1
10/EE-MI/2025-26
Open Tender
Civil Works - Water Works
240 days
Nilamel ward
Please refer Bid document
7 documents required · 7 mandatory
₹2,760
₹50,000
3 Feb 2026
24 Dec 2025
7 Jan 2026
24 Dec 2025
5 Jan 2026
24 Dec 2025
Amount
Detailed Estimate
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
OD37470/2025-2026: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
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
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
60.7.2: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.
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
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)
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)
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
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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)
4.1.6: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 40 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)
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.
5.9.20:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.
OD37469/2025-2026:Supplying, erecting, brnding and fixing good quality stainless steel flat for frp shutter arrangement including cost of all materials, labour, hire charges and conveyance etc. complete as per the direction of department officers at site.
60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
SRI SASTHA CONSTRUCTION (BID ID -2452072)
RANI (BID ID -2452370)
Renjumon (BID ID -2451330)
JOHN VICTOR G (BID ID -2452169)
VINCENT V (BID ID -2451718)
S.R.SATHYASEELAN (BID ID -2452407)
Bidder Name
S.R.SATHYASEELAN
Renjumon
SRI SASTHA CONSTRUCTION
J RAJESH
JOHN VICTOR G
VINCENT V
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