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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.4 LAccepted-Finance | 1 | Accepted-Finance 1 | |
| 2 | 2₹8.4 L+₹1,773.71 (0.21%)Accepted-Finance | 2 | Accepted-Finance 2 | |
| 3 | Rejected-Technical | - | Rejected-Technical 3 |
| Sl No | Description | Qty | Unit | LIVSMART BUILDERS LLP L3 | NOUFEL L1 | SRV NIRMAN LLP L2 |
|---|---|---|---|---|---|---|
| 1.00Side Protection | ||||||
| 1.00 | OD443191/2025-2026:60.7.3. DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 68.2 | cum | 658.9 ₹44,936.98 | 626.29 ₹42,712.98 Lowest | 627.61 ₹42,803 |
| 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 | 50.28 | cum | 193.8 ₹9,744.26 Lowest | 212.99 ₹10,709.14 | 213.44 ₹10,731.76 |
| 1.00 | OD443192/2025-2026:OD from 60.7.8 DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 50.28 | cum | 1,453.5 ₹73,081.98 | 1,418.62 ₹71,328.21 Lowest | 1,421.62 ₹71,479.05 |
| 1.00 | OD538125/2025-2026:60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling 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 | 151.62 | cum | 3,682.2 ₹5,58,295.16 | 3,301.63 ₹5,00,593.14 Lowest | 3,308.6 ₹5,01,649.93 |
| 1.00 | 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) | 13.44 | cum | 8,333.4 ₹1,12,000.9 | 7,635.92 ₹1,02,626.76 Lowest | 7,652.04 ₹1,02,843.42 |
| 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 | 622.42 | kilogram | 91.1 ₹56,702.83 Lowest | 92.94 ₹57,848.09 | 93.14 ₹57,972.57 |
| 1.01 | 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 | 64 | hour | 281.5 ₹18,016 Lowest | 285.67 ₹18,282.88 | 286.28 ₹18,321.92 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 50.8 | sqm | 281 ₹14,274.8 Lowest | 319.26 ₹16,218.41 | 319.93 ₹16,252.44 |
| 1.01 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 48.4 | sqm | 290.7 ₹14,069.88 Lowest | 331.09 ₹16,024.76 | 331.79 ₹16,058.64 |
Tender Value
₹9.3 L
EMD Value
₹23,300
Closing Date
11 Jun 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER, AEE OFFICE, LID AND EW SUBDIVISION PERINTHALMANNA BLOCK PANCHAYATH PIN 679322
Annual Plan-2025-26 Perinthalmanna BP (Pro No 156-26)-Valamboor Pothukulam Naveekaranam in Angadippuram GP-General Civil Work
2026_LSGD_854020_1
AE/LSGD/PMNA BP/ETN0/01/2026-27
Open Tender
Civil Works - Roads
Item Rate
PERINTHALMANNA
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,055
Yes
₹23,300
Yes
26 Sept 2026
3 Jun 2026
15 Jun 2026
4 Jun 2026
11 Jun 2026
4 Jun 2026
4 Jun 2026 - 11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side Protection | |||||
| 1.001 | OD443191/2025-2026:60.7.3. DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD443192/2025-2026:OD from 60.7.8 DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.004 | OD538125/2025-2026:60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling 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 | - | cum | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | 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 | 0.6 | kilogram | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.009 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 1 | sqm | - | - |
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