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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.8 LAccepted-AOC V S BHAVAN AYIRA P O | KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹28.6 L+₹3.8 L (15.4%)Rejected-AOC CHANDRA BHAVAN MARTHENDESWARAM OORUTTAMBALAM P O TRIVANDRUM | L2 | Rejected-AOC L2 | |
| 3 | L3₹29.4 L+₹4.6 L (18.7%)Rejected-AOC TC 53 407 POTTAVILA KARAKKAMANDAPAM NEMOM P O TRIVANDRUM 695020 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695020 | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | VINOD KUMAR R L2 | SHAFEER.S L3 | VINCENT V L1 |
|---|---|---|---|---|---|---|
| 1.00Construction of Sidewall | ||||||
| 1.00 | OD34861/2024-2025:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible | 45 | each | 1,161.55 ₹52,269.75 | 1,197.75 ₹53,898.75 | 1,006.66 ₹45,299.7 Lowest |
| 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 | 30 | hour | 488.97 ₹14,669.1 | 502.95 ₹15,088.5 | 423.77 ₹12,713.1 Lowest |
| 1.00 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth | 3 | each | 2,634.3 ₹7,902.9 | 2,709.57 ₹8,128.71 | 2,283.06 ₹6,849.18 Lowest |
| 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 | 483.35 | cum | 276.55 ₹1,33,669.06 | 284.45 ₹1,37,487.49 | 239.64 ₹1,15,828.8 Lowest |
| 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 | 338.9 | cum | 4,286.33 ₹14,52,658.67 | 4,408.8 ₹14,94,164.36 | 3,714.81 ₹12,58,967.68 Lowest |
| 1.01 | 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) | 24.03 | cum | 8,955.35 ₹2,15,179.15 | 9,211.22 ₹2,21,327.19 | 7,761.29 ₹1,86,488.28 Lowest |
| 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) | 5.7 | cum | 8,514.64 ₹48,533.45 | 8,757.91 ₹49,920.09 | 7,379.35 ₹42,062.3 Lowest |
| 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. | 37.11 | sqm | 901.17 ₹33,440.62 | 926.92 ₹34,396.15 | 781.01 ₹28,981.72 Lowest |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 59.34 | sqm | 901.17 ₹53,475.43 | 926.92 ₹55,003.43 | 781.01 ₹46,345.13 Lowest |
Tender Value
₹27.2 L
EMD Value
₹50,000
Closing Date
23 May 2026, 2:00 pmClosed
Executive Engineer
Executive Engineer, Minor Irrigation Division, Jalavijnana Bhavan, Kowdiyar P O Thiruvananthapuram-695003
Renovation of Muthana Sree Mahadevar Temple pond in Chemmaruthy panchayath
2026_Irrig_845862_2
27/EE-MI/2025-26
Open Tender
Civil Works - Water Works
Item Rate
365 days
Chemmaruthy Panchayath
7 documents required · 7 mandatory
₹2,760
₹50,000
29 Jun 2026
18 May 2026
25 May 2026
18 May 2026
23 May 2026
18 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Sidewall | |||||
| 1.001 | OD34861/2024-2025:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible | - | each | - | - |
| 1.002 | 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 | - | hour | - | - |
| 1.003 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth | - | each | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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. | 1 | sqm | - | - |
| 1.009 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
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