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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.1 L+₹20,154.29 (6.87%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.2 L+₹24,395.54 (8.31%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P BHARATHAN L3 | AJITH S L2 | SURESH KUMAR R L1 |
|---|---|---|---|---|---|---|
| 1.00BUTTERFLY PARK AND GROUND. | ||||||
| 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 | 29.88 | cum | 242.94 ₹7,260.02 | 239.59 ₹7,159.91 | 224.13 ₹6,697.9 Lowest |
| 1.00 | OD98171/2026-2027: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.(Modified 50.2.26.1) | 44 | cum | 1,095.5 ₹48,202 | 1,080.88 ₹47,558.72 | 1,011.14 ₹44,490.16 Lowest |
| 1.00 | OD64378/2026-2027:Filling the top layer with fine sand in good quality in layer by layer including watering, ramming, consolidating and dressing, etc complete for improving bearing capacity of soil. | 11 | cum | 1,922.5 ₹21,147.5 | 1,896.27 ₹20,858.97 | 1,773.99 ₹19,513.89 Lowest |
| 1.00 | OD69667/2026-2027:Engaging man mazdoor for clearing the ground and cleaning the existing waste pits. | 5 | Day | 1,020.49 ₹5,102.45 | 1,006.26 ₹5,031.3 | 941.34 ₹4,706.7 Lowest |
| 1.00 | 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) | 0.69 | cum | 7,480.5 ₹5,139.1 | 7,377.69 ₹5,068.47 | 6,901.61 ₹4,741.41 Lowest |
| 1.01 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 5.37 | cum | 6,441.5 ₹34,616.62 | 6,352.83 ₹34,140.11 | 5,943.09 ₹31,938.17 Lowest |
| 1.01 | 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) | 0.42 | cum | 8,709.49 ₹3,701.53 | 8,589.48 ₹3,650.53 | 8,035.29 ₹3,415 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 51.55 | sqm | 348.5 ₹17,965.18 | 344.1 ₹17,738.36 | 321.69 ₹16,583.12 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 | 44.8 | sqm | 76.2 ₹3,413.76 | 75.33 ₹3,374.78 | 70.33 ₹3,150.78 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,436
Closing Date
22 Sept 2026, 5:00 pmClosed
AE
Nooranad Grama panchayath
NOORANAD GP.93/2026-27.BUTTERFLY PARK AND PLAY GROUND IN GOVT LPS PALAMEL
2026_LSGD_867305_12
01/AE/LIDEW/NGP/26/27
Open Tender
Civil Works - Others
Item Rate
Nooranad
Please refer Tender documents.
7 documents required · 7 mandatory
₹745
Yes
₹8,436
Yes
25 Sept 2026
10 Sept 2026
24 Sept 2026
10 Sept 2026
22 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUTTERFLY PARK AND GROUND. | |||||
| 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 | 29.88 | cum | - | - |
| 1.002 | OD98171/2026-2027: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.(Modified 50.2.26.1) | 44 | cum | - | - |
| 1.003 | OD64378/2026-2027:Filling the top layer with fine sand in good quality in layer by layer including watering, ramming, consolidating and dressing, etc complete for improving bearing capacity of soil. | 11 | cum | - | - |
| 1.004 | OD69667/2026-2027:Engaging man mazdoor for clearing the ground and cleaning the existing waste pits. | 5 | Day | - | - |
| 1.005 | 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) | 0.69 | cum | - | - |
| 1.006 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 5.37 | cum | - | - |
| 1.007 | 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) | 0.43 | cum | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 51.55 | sqm | - | - |
| 1.009 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 44.8 | sqm | - | - |
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