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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.1 L+₹12,017.33 (3.04%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.2 L+₹27,685 (7.00%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | varghesemani L2 | GITTO K BABY L3 | ATTUPURAM CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00COMPOUND WALL | ||||||
| 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 | 14.28 | cum | 257.63 ₹3,678.96 | 257.63 ₹3,678.96 | 250 ₹3,570 Lowest |
| 1.00 | OD46967/2026-2027:DRY RUBBLE MASONRY_ Dry rubble masonry with out 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.( Modified 60.7.1) | 47.25 | cum | 3,993.46 ₹1,88,690.99 | 3,993.46 ₹1,88,690.99 | 3,700 ₹1,74,825 Lowest |
| 1.00 | 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. | 7.35 | sqm | 839.6 ₹6,171.06 | 839.6 ₹6,171.06 | 760 ₹5,586 Lowest |
| 1.00 | 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) | 1.84 | cum | 8,000 ₹14,704 Lowest | 9,235.97 ₹16,975.71 | 8,399 ₹15,437.36 |
| 1.00 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 13.85 | cum | 7,000 ₹96,950 Lowest | 7,229.35 ₹1,00,126.5 | 7,000 ₹96,950 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 164.3 | sqm | 340 ₹55,862 | 369.76 ₹60,751.57 | 338 ₹55,533.4 Lowest |
| 1.01 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 164.3 | sqm | 80.85 ₹13,283.66 | 80.85 ₹13,283.66 | 73 ₹11,993.9 Lowest |
| 1.01 | 13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | 164.3 | sqm | 90 ₹14,787 Lowest | 122.44 ₹20,116.89 | 111 ₹18,237.3 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 25.73 | cum | 445.71 ₹11,465.89 | 445.71 ₹11,465.89 | 445 ₹11,447.63 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
9 Oct 2026, 6:00 pmClosed
AE LIDEW KOOVAPADY BLOCK
AE LIDEW KOOVAPADY BLOCK
Annual Plan-Koovappady Block Panchayath 150/2026-27-Kumarapuram Unnathi Samagravikasanam in ward 5 in Koovappady GP
2026_LSGD_873908_1
1/AE /KVPDYBLOCK/LIDEW/2026-27
Open Tender
Civil Works - Others
Item Rate
300 days
KOOVAPPADY BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,586
Yes
15 Oct 2026
30 Sept 2026
12 Oct 2026
30 Sept 2026
9 Oct 2026
30 Sept 2026
30 Sept 2026 - 3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1COMPOUND WALL | |||||
| 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 | 14.28 | cum | - | - |
| 1.002 | OD46967/2026-2027:DRY RUBBLE MASONRY_ Dry rubble masonry with out 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.( Modified 60.7.1) | 47.25 | cum | - | - |
| 1.003 | 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. | 7.35 | sqm | - | - |
| 1.004 | 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) | 1.84 | cum | - | - |
| 1.005 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 13.85 | cum | - | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 164.3 | sqm | - | - |
| 1.007 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 164.3 | sqm | - | - |
| 1.008 | 13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | 164.3 | sqm | - | - |
| 1.009 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 25.73 | cum | - | - |
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