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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 2₹2.1 LSame as 1Accepted-AOC NOT AVAILABLE | NA | NA | 121004 | ₹2.1 LSame as 1 | 2 | Accepted-AOC Lowest |
| 2 | 1₹2.1 LRejected-Finance ELID EWS SECTION ASSISTANT ENGINEER KANJIRAPUZHA GRAMAPANCHAYAT POTTASSERY P O | THIRUVANANTHAPURAM | KERALA | 695001 | ₹2.1 L | 1 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | MOHAMMEDKUTTY L1 | SURESH BABU K L1 |
|---|---|---|---|---|---|
| 1.00Nariyancode Well maintanance | |||||
| 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 | 15 | hour | 345.54 ₹5,183.1 Lowest | 345.54 ₹5,183.1 Lowest |
| 1.00 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 79.13 | sqm | 308.96 ₹24,447.39 Lowest | 308.96 ₹24,447.39 Lowest |
| 1.00 | 5.7: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) derived from natural
sources derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources derived from natural
sources) | 5.51 | cum | 9,847.37 ₹54,268.86 Lowest | 9,847.37 ₹54,268.86 Lowest |
| 1.00 | 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 | 165.33 | kilogram | 112.43 ₹18,588.05 Lowest | 112.43 ₹18,588.05 Lowest |
| 1.00 | 16.3.7:Supplying and stacking at site.Stone screening 11.2 mm nominal size (Type B) | 8.48 | cum | 2,590.39 ₹21,961.33 Lowest | 2,590.39 ₹21,961.33 Lowest |
| 1.01 | 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 | 2.38 | cum | 257.63 ₹611.87 Lowest | 257.63 ₹611.87 Lowest |
| 1.01 | 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) | 0.47 | cum | 7,932.89 ₹3,768.12 Lowest | 7,932.89 ₹3,768.12 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 | 3.8 | cum | 6,831.14 ₹25,958.33 Lowest | 6,831.14 ₹25,958.33 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 14.25 | sqm | 369.76 ₹5,269.08 Lowest | 369.76 ₹5,269.08 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,186
Closing Date
5 Jun 2026, 6:00 pmClosed
Assistant Engineer
LIDandEW Kanjirapuzha GP
KANJIRAPUZHA GP 2025-26 PROJ NO 33/26 VARIOUS PUBLIC WELL RENOVATION CHEMBRAMKUNNU, NARIYANCODE AND VEDAKURISSI
2026_LSGD_845780_12
09/25-26/AE/LIDEW/KPGP
Open Tender
Civil Works - Water Works
Item Rate
180 days
Kanjirapuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹5,186
Yes
18 Sept 2026
26 May 2026
8 Jun 2026
26 May 2026
5 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Nariyancode Well maintanance | |||||
| 1.001 | 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 | - | - |
| 1.002 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 0.2 | sqm | - | - |
| 1.003 | 5.7: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) derived from natural
sources derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources derived from natural
sources) | - | cum | - | - |
| 1.004 | 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 | - | kilogram | - | - |
| 1.005 | 16.3.7:Supplying and stacking at site.Stone screening 11.2 mm nominal size (Type B) | 1 | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | 1 | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
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