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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | ₹5.1 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹5.8 LRejected-AOC | ₹5.8 L | L2 | Rejected-AOC Second Lowest Bidder |
| 3 | L3₹6.8 LRejected-AOC | ₹6.8 L | L3 | Rejected-AOC Third Lowest Bidder |
| Sl No | Description | Qty | Unit | ARUNSAM S L3 | BENISH TOM BABU L2 | Joji L1 |
|---|---|---|---|---|---|---|
| 1.00Protection work-KADATHUKADAV | ||||||
| 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 | 64.5 | cum | 296.27 ₹19,109.42 | 257 ₹16,576.50 | 224.91 ₹14,506.70 |
| 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 | 12 | cum | 4,592.48 ₹55,109.76 | 3,990 ₹47,880 | 3,486.29 ₹41,835.48 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 2.2 | sqm | 444.08 ₹976.98 | 380 ₹836 | 337.12 ₹741.66 |
| 1.00 | 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) | 0.5 | cum | 9,854.51 ₹4,927.26 | 8,600 ₹4,300 | 7,480.86 ₹3,740.43 |
| 2.00kadavu rectification | ||||||
| 2.00 | 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 | 100 | sqm | 20.92 ₹2,092 | 18 ₹1,800 | 15.88 ₹1,588 |
| 2.00 | 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. | 1.95 | cum | 3,412.27 ₹6,653.93 | 2,000 ₹3,900 | 2,590.36 ₹5,051.20 |
| 2.00 | 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) | 2.05 | cum | 9,595.01 ₹19,650.58 | 8,300 ₹16,998.40 | 7,283.87 ₹14,917.37 |
| 2.00 | 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) | 0.47 | cum | 9,854.51 ₹4,621.77 | 8,500 ₹3,986.50 | 7,480.86 ₹3,508.52 |
Tender Value
₹5.9 L
EMD Value
₹14,693
Closing Date
4 Apr 2026, 4:00 pmClosed
Assistant Executive Engineer
O/o the Assistant Executive Engineer Irrigation Sub Division Pathanamthitta
GENERAL-PERINGARA WARD 15 - kadathukadavu-Side protection of Pampa river and rectification of kadathukadavu in ward no 15 of peringara panchayath in Thiruvalla constituency-General Civil Work
2026_Irrig_847534_2
IRR/IA/6145/2025-2026
Open Tender
Civil Works - Others
180 days
PERINGARA-THIRUVALLA
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,300
Yes
₹14,693
Yes
5 Jun 2026
25 Mar 2026
6 Apr 2026
25 Mar 2026
4 Apr 2026
25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Protection work-KADATHUKADAV | ||||||
| 1.001 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 2kadavu rectification | ||||||
| 2.001 | 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 | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 2.002 | 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. | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 2.003 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 2.004 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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