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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC | ₹12.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.7 LRejected-AOC VAZHAKULAM GP | PALAKKAD | KERALA | 678001 | ₹12.7 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MUSLIYARUPARAMBIL EBRAHIM AHAMMED L2 | AZHAR C I L1 |
|---|---|---|---|---|---|
| 1.00Interlocking tile work | |||||
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br> | 680.75 | sqm | 6.14 ₹4,179.81 | 6.08 ₹4,138.96 |
| 1.00 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 825.85 | sqm | 1,201.84 ₹9.9 L | 1,190.71 ₹9.8 L |
| 2.00concrete | |||||
| 2.00 | 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) | 14.19 | cum | 9,201.15 ₹1.3 L | 9,115.9 ₹1.3 L |
| 2.00 | 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 | 19.8 | cum | 256.66 ₹5,081.87 | 254.28 ₹5,034.74 |
| 2.00 | 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) | 1.8 | cum | 7,902.98 ₹14,225.36 | 7,829.76 ₹14,093.57 |
| 2.00 | 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) | 10.12 | cum | 8,333.04 ₹84,372.03 | 8,255.83 ₹83,590.28 |
| 2.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 49.5 | sqm | 384.7 ₹19,042.65 | 381.14 ₹18,866.43 |
| 2.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 27 | sqm | 342.49 ₹9,247.23 | 339.32 ₹9,161.64 |
Tender Value
₹12.7 L
EMD Value
₹31,751
Closing Date
13 May 2026, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive engineer , PVIP subdivision No IV, Aluva
LAC-ADS-PVIP - Manjapetty MD canal bund road tiling -between Ch.2.40 km and Ch.2.675 km for year 2025-26
2026_Irrig_847427_2
31/AEE4/PVIP/2025-26
Open Tender
Civil Works - Canal
180 days
Aluva
7 documents required · 7 mandatory
₹2,760
Yes
₹31,751
Yes
4 Jun 2026
6 May 2026
14 May 2026
6 May 2026
13 May 2026
6 May 2026
6 May 2026 - 13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Interlocking tile work | ||||||
| 1.001 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br> | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | - | sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 2concrete | ||||||
| 2.001 | 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) | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 2.002 | 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 2.003 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 2.004 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 2.005 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 2.006 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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