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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.8 LAccepted-AOC | 1 | Accepted-AOC LOWEST | |
| 2 | 2₹2.9 L+₹15,205.05 (5.50%)Accepted-AOC | 2 | Accepted-AOC HIGHEST |
| Sl No | Description | Qty | Unit | M V BHAKTHA VALSALAN L2 | AJESH T V L1 |
|---|---|---|---|---|---|
| 1.00Drain Construction | |||||
| 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 | 280 | cum | 272.12 ₹76,193.6 | 257.93 ₹72,220.4 Lowest |
| 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 | 18 | cum | 379.97 ₹6,839.46 | 360.15 ₹6,482.7 Lowest |
| 1.00 | 51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 2.25 | cum | 1,042.41 ₹2,345.42 | 988.02 ₹2,223.05 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) | 2.25 | cum | 8,379.49 ₹18,853.85 | 7,942.3 ₹17,870.18 Lowest |
| 1.00 | 4.1.6: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 40 mm nominal size derived from natural sources) | 16.88 | cum | 8,835.46 ₹1,49,098.39 | 8,374.48 ₹1,41,319.35 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 75 | sqm | 407.89 ₹30,591.75 | 386.61 ₹28,995.75 Lowest |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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. | 18.75 | cum | 336.4 ₹6,307.5 | 318.85 ₹5,978.44 Lowest |
| 1.01 | OD326475/2025-2026:PVC WEEP HOLES-Providing weep holes using 50mm dia.PVC pipes 6kg/m2 including cost of materials ,conveyance and labour charges | 15 | metre | 83.04 ₹1,245.6 | 78.71 ₹1,180.65 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,336
Closing Date
22 Oct 2025, 6:00 pmClosed
PREETHA .TP ASSISTANT ENGINEER
VELIYANCODE GRAMAM PANCHAYATH LID EW SECTION
Annual Plan-Veliyancode GP Pro.No..47 KATTILAVALAPPU NAMBITHODE DRAINAGE CONSTRUCTION
2025_LSGD_810240_4
04/AE/LSGD/VKD-2025-26
Open Tender
Civil Works - Others
Item Rate
VELIYANCODE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,336
Yes
6 Nov 2025
15 Oct 2025
24 Oct 2025
15 Oct 2025
22 Oct 2025
15 Oct 2025
Amount
Drain Construction
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
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
51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
4.1.6: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 40 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.
OD326475/2025-2026:PVC WEEP HOLES-Providing weep holes using 50mm dia.PVC pipes 6kg/m2 including cost of materials ,conveyance and labour charges
M V BHAKTHA VALSALAN (BID ID -2403227)
Bidder Name
M V BHAKTHA VALSALAN
AJESH T V
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