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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | ₹3.3 L | L1 | Accepted-AOC L1 may be accepted |
| 2 | L2₹3.4 LRejected-AOC | ₹3.4 L | L2 | Rejected-AOC L1 may be accepted |
| 3 | L3₹3.6 LRejected-AOC | ₹3.6 L | L3 | Rejected-AOC L1 may be accepted |
| Sl No | Description | Qty | Unit | C.RAJAN L2 | AKBAR.KH L1 | HRITHIQUE L3 |
|---|---|---|---|---|---|---|
| 1.00Building | ||||||
| 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 | 13.56 | cum | 257.63 ₹3,493.46 | 248.2 ₹3,365.59 | 300 ₹4,068 |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 9.6 | cum | 1,197.33 ₹11,494.37 | 1,153.5 ₹11,073.60 | 1,200 ₹11,520 |
| 1.00 | OD511425/2025-2026: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 (Data modified 60.7.1) | 13.2 | cum | 3,993.46 ₹52,713.67 | 3,847.29 ₹50,784.23 | 4,500 ₹59,400 |
| 1.00 | OD511426/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with DEPARTMENTAL 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 | 6.36 | cum | 1,715.88 ₹10,913 | 1,653.07 ₹10,513.53 | 1,800 ₹11,448 |
| 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) | 2.71 | cum | 9,963.93 ₹27,022.18 | 9,599.25 ₹26,033.17 | 9,999 ₹27,117.29 |
| 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 | 81.36 | kilogram | 112.43 ₹9,147.30 | 108.31 ₹8,812.10 | 150 ₹12,204 |
| 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 | 9.04 | sqm | 386.16 ₹3,490.89 | 372.02 ₹3,363.06 | 450 ₹4,068 |
| 1.01 | 50.6.3.1:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete | 4.67 | cum | 7,702.15 ₹35,930.53 | 7,420.25 ₹34,615.47 | 7,800 ₹36,387 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 51.55 | sqm | 369.76 ₹19,061.13 | 356.22 ₹18,363.14 | 450 ₹23,197.50 |
Tender Value
₹3.4 L
EMD Value
₹8,466
Closing Date
21 May 2026, 6:00 pmClosed
Assistant Engineer
Office of Assistant Engineer LID EW Section Pazhayannur
Annual Plan-Pazhayannur GP - Anganwadi Maintenance poortheekaranam (Proj No 328/25-26)
2026_LSGD_850857_5
01/2026/AE/LIDEW/PZR
Open Tender
Civil Works - Buildings
300 days
Pazhayannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,466
Yes
12 Jun 2026
14 May 2026
23 May 2026
14 May 2026
21 May 2026
14 May 2026
14 May 2026 - 21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Building | ||||||
| 1.001 | 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD511425/2025-2026: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 (Data modified 60.7.1) | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD511426/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with DEPARTMENTAL 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 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 | 1 | kilogram | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 50.6.3.1:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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