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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-AOC | ₹2.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.0 LRejected-Finance | ₹2.0 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SHOUKATHALI K L2 | NIDHINLAL A C L1 |
|---|---|---|---|---|---|
| 1.00SIDE PROTECTION-NELLIKKAL THODE | |||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 24 | hour | 308.48 ₹7,403.52 | 308.38 ₹7,401.12 |
| 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 | 15.36 | cum | 321.15 ₹4,932.86 | 321.05 ₹4,931.33 |
| 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 | 19.2 | cum | 230 ₹4,416 | 229.93 ₹4,414.66 |
| 1.00 | OD462467/2025-2026:Dry Rubble masonry -Dry rubble without concrete leveling 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 | 38.4 | cum | 3,565.21 ₹1.4 L | 3,564.09 ₹1.4 L |
| 1.00 | 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) | 1.6 | cum | 8,895.42 ₹14,232.67 | 8,892.61 ₹14,228.18 |
| 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 | 6.4 | sqm | 344.74 ₹2,206.34 | 344.63 ₹2,205.63 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 100.8 | kilogram | 100.37 ₹10,117.30 | 100.33 ₹10,113.26 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 32 | cum | 651.17 ₹20,837.44 | 650.96 ₹20,830.72 |
Updated dates
Tender Value
₹2.1 L
EMD Value
₹5,296
Closing Date
24 Feb 2026, 10:30 amClosed
SUMESH KUMAR P
Assistant Engineer LID and EW Section Cheruvathur Grama Panchayat
P. No 188 WASTE REMOVAL FROM WATER SOURCES
2026_LSGD_836455_11
DB1/TN(06)/2025-26
Open Tender
Civil Works - Others
180 days
CHERUVATHUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,296
Yes
1 Apr 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
SIDE PROTECTION-NELLIKKAL THODE
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
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
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
OD462467/2025-2026:Dry Rubble masonry -Dry rubble without concrete leveling 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
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
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