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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | L1 | Accepted-AOC First Lowest | |
| 2 | Rejected-Technical PARAVAN VILA VEEDU MELAMMAKAM MARIYAPURAM | - | Rejected-Technical L6 | |
| 3 | Rejected-Technical PULININNA KALLAMPOTTA BUNGLOW PARANIYAM ARUMANOOR POOVAR P O | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | AJEESH KUMAR AR L6 | RENISH R S L4 | RAJAMONY T L2 | JOSE R S L1 | PRAKASH N V L5 | R SELVARAJ L3 |
|---|---|---|---|---|---|---|---|---|---|
| 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 | 240 | sqm | 16.92 ₹4,060.8 | 16.36 ₹3,926.4 | 15.56 ₹3,734.4 | 15.32 ₹3,676.8 Lowest | 16.64 ₹3,993.6 | 15.71 ₹3,770.4 |
| 1.00 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 165 | sqm | 32.82 ₹5,415.3 | 31.74 ₹5,237.1 | 30.19 ₹4,981.35 | 29.73 ₹4,905.45 Lowest | 37.46 ₹6,180.9 | 30.48 ₹5,029.2 |
| 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 | 51.96 | cum | 239.65 ₹12,452.21 | 231.75 ₹12,041.73 | 220.42 ₹11,453.02 | 217.13 ₹11,282.07 | 191.56 ₹9,953.46 Lowest | 222.53 ₹11,562.66 |
| 1.00 | 15.9.1: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 Lime Mortar | 0.68 | cum | 1,113.79 ₹751.81 | 1,077.07 ₹727.02 | 1,024.44 ₹691.5 | 1,009.13 ₹681.16 Lowest | 1,095.43 ₹739.42 | 1,034.23 ₹698.11 |
| 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. | 2.7 | cum | 2,760.15 ₹7,452.41 | 2,669.15 ₹7,206.71 | 2,538.73 ₹6,854.57 | 2,500.81 ₹6,752.19 Lowest | 2,714.65 ₹7,329.56 | 2,562.99 ₹6,920.07 |
| 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) | 4.2 | cum | 7,379.35 ₹30,993.27 | 7,136.08 ₹29,971.54 | 6,787.38 ₹28,507 | 6,686.01 ₹28,081.24 Lowest | 7,257.72 ₹30,482.42 | 6,852.26 ₹28,779.49 |
| 1.01 | 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. | 63.66 | sqm | 781.02 ₹49,719.73 | 755.27 ₹48,080.49 | 718.36 ₹45,730.8 | 707.63 ₹45,047.73 Lowest | 768.14 ₹48,899.79 | 725.23 ₹46,168.14 |
| 1.01 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 24.75 | cum | 3,100.7 ₹76,742.33 | 2,998.48 ₹74,212.38 | 2,851.96 ₹70,586.01 | 2,809.36 ₹69,531.66 Lowest | 3,049.59 ₹75,477.35 | 2,879.22 ₹71,260.7 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 4.76 | sqm | 709.65 ₹3,377.93 | 686.26 ₹3,266.6 | 652.73 ₹3,106.99 | 642.97 ₹3,060.54 Lowest | 697.96 ₹3,322.29 | 658.96 ₹3,136.65 |
Tender Value
₹5.9 L
EMD Value
₹14,860
Closing Date
30 Oct 2025, 5:00 pmClosed
Assistant Executive engineer
Assistant Executive engineer,Channel sub division, Neyyattinkara
LAC ADS MLA Side Protection and construction of concrete bund road in Poovar East Branch channel ch 7650m Athiyannoor Grama Panchayath General Civil Work
2025_Irrig_815712_1
IRR/IA/TR/5488/2025_5_1_1/2
Open Tender
Civil Works - Canal
Item Wise
Neyyattinkara
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,315
Yes
₹14,860
Yes
22 Nov 2025
27 Oct 2025
31 Oct 2025
27 Oct 2025
30 Oct 2025
27 Oct 2025
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