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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.7 LAccepted-AOC | 1 | Accepted-AOC Lowest | |
| 2 | 2₹7.4 L+₹68,853 (10.3%)Rejected-AOC | 2 | Rejected-AOC 2nd Lowest | |
| 3 | 3₹9.9 L+₹3.2 L (47.9%)Rejected-AOC | 3 | Rejected-AOC 3rd Lowest |
| Sl No | Description | Qty | Unit | P R PURUSHOTHAMAN NAIR L1 | Anthyalankavu Engineering & Labour Contract Society Ltd No 321 L3 | Kuttanpillai L2 |
|---|---|---|---|---|---|---|
| 1.00Rectification of PIP Canal | ||||||
| 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 | 490 | sqm | 16 ₹7,840 Lowest | 29 ₹14,210 | 17 ₹8,330 |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 5.44 | cum | 1,367.89 ₹7,446.79 Lowest | 2,500 ₹13,610 | 1,500 ₹8,166 |
| 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 | 45.36 | cum | 226.71 ₹10,283.57 Lowest | 350 ₹15,876 | 250 ₹11,340 |
| 1.00 | 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 | cum | 6,980.94 ₹27,923.76 Lowest | 9,999 ₹39,996 | 7,800 ₹31,200 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 80.21 | sqm | 339.82 ₹27,256.96 Lowest | 500 ₹40,105 | 380 ₹30,479.8 |
| 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) | 38.83 | cum | 7,540.84 ₹2,92,833.44 Lowest | 9,999 ₹3,88,291.17 | 8,500 ₹3,30,080.5 |
| 1.01 | 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) | 3.15 | cum | 8,127.65 ₹25,602.1 Lowest | 9,999 ₹31,496.85 | 9,000 ₹28,350 |
| 1.01 | 13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster | 632.8 | sqm | 426.56 ₹2,69,927.17 Lowest | 500 ₹3,16,400 | 458 ₹2,89,822.4 |
| 1.01 | 5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints. | 264 | per cm depth per 1 m | 6.25 ₹1,650 Lowest | 500 ₹1,32,000 | 7 ₹1,848 |
Tender Value
₹7.6 L
EMD Value
₹19,056
Closing Date
13 Mar 2026, 6:00 pmClosed
Asst. Executive Engineer
PIP Sub Division, Kozhencherry-P.O, Pathanamthitta Dist. PIN-689641
Rectify the damaged canal lining
2026_Irrig_845039_1
IRR/PII/TR/669/2026_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Mavelikkara
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,685
Yes
₹19,056
Yes
24 Jun 2026
7 Mar 2026
18 Mar 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
Rectification of PIP Canal
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
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)
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
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints.
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