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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹1.5 Cr+₹2,779.43 (0.02%)Rejected-AOC | ₹1.5 Cr+₹2,779.43 (0.02%) | L2 | Rejected-AOC L2 bidder |
| 3 | L3₹1.6 Cr+₹9.9 L (6.53%)Rejected-AOC | ₹1.6 Cr+₹9.9 L (6.53%) | L3 | Rejected-AOC L3 bidder |
| 4 | L4₹1.7 Cr+₹13.8 L (9.09%)Rejected-AOC | ₹1.7 Cr+₹13.8 L (9.09%) | L4 | Rejected-AOC L4 bidder |
| Sl No | Description | Qty | Unit | SACHU SONY L3 | PK CONSTRUCTIONS L1 | BOBBY C GEORGE L4 | J M J DEVELOPERS L2 |
|---|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION OF THODU | |||||||
| 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 | 1,042.08 | cum | 257.63 ₹2,68,471.07 | 300 ₹3,12,624 | 270.51 ₹2,81,893.06 | 250 ₹2,60,520 Lowest |
| 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. | 1,042.08 | cum | 3,100 ₹32,30,448 | 2,700 ₹28,13,616 Lowest | 3,115.55 ₹32,46,652.34 | 2,940 ₹30,63,715.2 |
| 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 | 2,481.86 | cum | 4,100 ₹1,01,75,626 | 4,001 ₹99,29,921.86 | 4,193.13 ₹1,04,06,761.62 | 3,925 ₹97,41,300.5 Lowest |
| 1.00 | OD39479/2025-2026:Random rubble masonry with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement : 6 coarse sand) | 258.89 | cum | 8,156 ₹21,11,515 | 6,800 ₹17,60,458.8 Lowest | 8,573.26 ₹22,19,539.85 | 6,850 ₹17,73,403.35 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 162.82 | sqm | 386 ₹62,850.45 | 360 ₹58,617 Lowest | 405.47 ₹66,020.65 | 375 ₹61,059.38 |
| 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) | 36.64 | cum | 8,569 ₹3,13,933.88 | 8,100 ₹2,96,751.6 | 8,997.6 ₹3,29,636.07 | 7,500 ₹2,74,770 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
10 Mar 2026, 6:00 pmClosed
Superintending Engineer
KD CIRCLE CHENGANNUR
GENERAL-KP-FMP-Outer Bund protection of Ullittapuncha Padasekharam for the Left bank of Karippuzha thodu at Chettikulangara Panchayath in Kayamkulam LAC-General Civil Work
2026_Irrig_842592_1
IRR/KP/TR/3027/2024_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
545 days
Chettikulangara
Please refer Tender documents.
12 documents required · 12 mandatory
₹6,508
Yes
₹50,000
Yes
5 Aug 2026
2 Mar 2026
13 Mar 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE PROTECTION OF THODU | |||||
| 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 | 1 | cum | - | - |
| 1.002 | 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. | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD39479/2025-2026:Random rubble masonry with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement : 6 coarse sand) | 0.4 | cum | - | - |
| 1.005 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.006 | 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 | - | - |
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