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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹40.1 LAccepted-AOC | 1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | BINU THARAKAN L2 | Sajna.NA, Sajconstructions L1 |
|---|---|---|---|---|---|
| 1.00Construction of compound wall | |||||
| 1.00 | OD527474/2024-2025:(MD 60.4.1) Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | 780 | metre | 80 ₹62,400 Lowest | 132.44 ₹1,03,303.2 |
| 1.00 | OD527473/2024-2025:(CTEMD 60.64.4) Coconut Pile - Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end | 780 | metre | 109 ₹85,020 Lowest | 223.97 ₹1,74,696.6 |
| 1.00 | OD527470/2024-2025:(MD 60.64.6) Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m | 130 | each | 192 ₹24,960 Lowest | 210.91 ₹27,418.3 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 90.75 | cum | 360 ₹32,670 | 332.74 ₹30,196.16 Lowest |
| 1.00 | OD527472/2024-2025:(MD 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. | 49.95 | cum | 2,967 ₹1,48,201.65 | 2,744.65 ₹1,37,095.27 Lowest |
| 1.01 | OD527471/2024-2025:(MD 7.1.1) Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth as per direction of engineer in charge at site. Modified 7.1.1 | 28.5 | cum | 6,722 ₹1,91,577 | 6,218.22 ₹1,77,219.27 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) | 10.5 | cum | 7,933 ₹83,296.5 | 7,337.92 ₹77,048.16 Lowest |
| 1.01 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 34.15 | cum | 9,964 ₹3,40,270.6 | 9,216.64 ₹3,14,748.26 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 164.5 | sqm | 386 ₹63,497 | 357.2 ₹58,759.4 Lowest |
Tender Value
₹43.4 L
EMD Value
₹50,000
Closing Date
21 Jul 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.1918/25 CONSTRUCTION OF FLAT MODEL RESIDENTIAL BUILDING FOR SC FAMILIES - PHASE 4-DIVISION 12
2026_LSGD_860041_2
Kochi municipal Corporation CCPC3/27603/22(1)
Open Tender
Civil Works - Buildings
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹50,000
28 Sept 2026
14 Jul 2026
23 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of compound wall | |||||
| 1.001 | OD527474/2024-2025:(MD 60.4.1) Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | - | metre | - | - |
| 1.002 | OD527473/2024-2025:(CTEMD 60.64.4) Coconut Pile - Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end | - | metre | - | - |
| 1.003 | OD527470/2024-2025:(MD 60.64.6) Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m | - | each | - | - |
| 1.004 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - |
| 1.005 | OD527472/2024-2025:(MD 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 | - | - |
| 1.006 | OD527471/2024-2025:(MD 7.1.1) Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth as per direction of engineer in charge at site. Modified 7.1.1 | - | 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 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.009 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
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