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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 LAccepted-AOC | 1 | Accepted-AOC Lowest | |
| 2 | Rejected-Technical A V HOUSE RAMAPURAM P O MALAPPURAM 679321 | RAMAPURAM | MALAPPURAM | KERALA | 679321 | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | ABDULLA A.K. L2 | NOUFEL L1 |
|---|---|---|---|---|---|
| 1.00improvement work | |||||
| 1.00 | OD456186/2025-2026:Precast Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) | 5.25 | cum | 11,784.25 ₹61,867.31 | 11,585.47 ₹60,823.72 Lowest |
| 1.00 | OD533186/2025-2026:Earth work excavation in all classes of soil for digging well for 7th depth ( 10.50 m to 12.0m) | 7.01 | cum | 1,068.23 ₹7,488.29 | 1,050.22 ₹7,362.04 Lowest |
| 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 | 3.5 | hour | 314.38 ₹1,100.33 | 308.91 ₹1,081.19 Lowest |
| 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 | 5.83 | cum | 234.26 ₹1,365.03 | 230.31 ₹1,342.02 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) | 1.25 | cum | 7,213.64 ₹9,009.84 | 7,091.96 ₹8,857.86 Lowest |
| 1.01 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 0.56 | cum | 6,447.47 ₹3,610.58 | 6,338.71 ₹3,549.68 Lowest |
| 1.01 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 37.39 | sqm | 321.55 ₹12,023.4 | 316.13 ₹11,820.73 Lowest |
| 1.01 | 13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) | 13.85 | sqm | 411.97 ₹5,704.55 | 405.03 ₹5,608.45 Lowest |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 255.85 | kg | 162.25 ₹41,511.18 | 159.51 ₹40,810.15 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,236
Closing Date
23 Mar 2026, 11:00 amClosed
Assistant Engineet
Office of the Assistant Engineer, LID EW Section, Puzhakkattiri GP
Annual Plan-Project No.29/2025-26-Renovation works to Palamkunnu drinking water public well in ward no.3 of Puzhakkattiri GP-General Civil Work
2026_LSGD_847606_1
AE/LIDEW/PKTY/10/2025-26
Open Tender
Civil Works - Water Works
Item Rate
335 days
Palamkunnu
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,236
Yes
8 Jul 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1improvement work | |||||
| 1.001 | OD456186/2025-2026:Precast Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| 1.002 | OD533186/2025-2026:Earth work excavation in all classes of soil for digging well for 7th depth ( 10.50 m to 12.0m) | 1 | cum | - | - |
| 1.003 | 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 | - | hour | - | - |
| 1.004 | 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 | - | cum | - | - |
| 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) | - | cum | - | - |
| 1.006 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
| 1.007 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | - | sqm | - | - |
| 1.008 | 13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
| 1.009 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 0.8 | kg | - | - |
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