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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAccepted-AOC | ₹15.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.2 LRejected-AOC | ₹15.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹15.3 LRejected-AOC | ₹15.3 L | L3 | Rejected-AOC L3 |
| 4 | L4₹15.9 LRejected-AOC V S BHAVAN AYIRA P O | KERALA | ₹15.9 L | L4 | Rejected-AOC L4 |
| 5 | L5₹16.9 LRejected-AOC VADOORKONAM | IDUKKI | KERALA | 685533 | ₹16.9 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | S.R.SATHYASEELAN L1 | KRISHNAN KUTTY S L2 | VINCENT V L4 | JUSTIN JOSE L5 | CHANDRAN.S L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Retaining wall in Right bank of thodu. | ||||||||
| 1.00 | OD41133/2025-2026: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 | 25 | each | 979 ₹24,475 | 993 ₹24,825 | 1,039.84 ₹25,996 | 1,106.22 ₹27,655.50 | 996.7 ₹24,917.50 |
| 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 | 60 | hour | 412.14 ₹24,728.40 | 418 ₹25,080 | 437.74 ₹26,264.40 | 465.69 ₹27,941.40 | 419.58 ₹25,174.80 |
| 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 | 306.87 | cum | 233.06 ₹71,519.59 | 236 ₹72,421.79 | 247.54 ₹75,963.09 | 263.35 ₹80,814.74 | 237.27 ₹72,811.52 |
| 1.00 | 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 | 248.05 | cum | 3,612.76 ₹9.0 L | 3,666 ₹9.1 L | 3,837.27 ₹9.5 L | 4,082.21 ₹10.1 L | 3,678.07 ₹9.1 L |
| 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) | 8.44 | cum | 7,548.08 ₹63,690.70 | 7,659 ₹64,626.64 | 8,017.16 ₹67,648.80 | 8,528.9 ₹71,966.86 | 7,684.53 ₹64,842.06 |
| 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) | 5.5 | cum | 7,176.62 ₹39,471.41 | 7,282 ₹40,051 | 7,622.62 ₹41,924.41 | 8,109.18 ₹44,600.49 | 7,306.37 ₹40,185.04 |
| 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) | 8.96 | cum | 9,488.85 ₹85,048.56 | 9,628 ₹86,295.76 | 10,078.54 ₹90,333.95 | 10,721.86 ₹96,100.03 | 9,660.39 ₹86,586.08 |
| 1.01 | 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 | 367.04 | kilogram | 101.7 ₹37,327.97 | 103 ₹37,805.12 | 108.02 ₹39,647.66 | 114.92 ₹42,180.24 | 103.54 ₹38,003.32 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 28 | sqm | 349.34 ₹9,781.52 | 354 ₹9,912 | 371.05 ₹10,389.40 | 394.74 ₹11,052.72 | 355.66 ₹9,958.48 |
Tender Value
₹16.9 L
EMD Value
₹42,366
Closing Date
12 Mar 2026, 2:30 pmClosed
Executive Engineer
O/o Executive Engineer, Minor Irrigation Division, Jalavijnana Bhavan, Kowdiyar P O Thiruvananthapuram-695003
Construction of VCB and other allied works in Mullasheri thodu at Ponnambi ward of Vellarda panchayathu
2026_Irrig_844325_1
22/EE-MI/2025-26
Open Tender
Civil Works - Water Works
240 days
Ponnambi ward of Vellarda panchayathu
Please refer Bid document.
7 documents required · 7 mandatory
₹2,760
₹42,366
2 Jun 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
12 Mar 2026
6 Mar 2026
Construction of Retaining wall in Right bank of thodu.
OD41133/2025-2026: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
60.7.1: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
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)
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)
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
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)
4.3.2: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)
60.8:Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete
13.59:Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively.
18.7.2:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall20 mm nominal dia pipes
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