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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹19.7 LAccepted-AOC | ₹19.7 L | LI | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | RITHU M.V L3 | VINEESH E L1 | IRAVATHAM ASSOCIATE LLP L2 | AMEER T. L4 |
|---|---|---|---|---|---|---|---|
| 1.00Renovation work | |||||||
| 1.00 | 15.13.2:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area beyond 3 sq. metres | 4 | each | 151.18 ₹604.72 | 164 ₹656 | 155 ₹620 | 150 ₹600 Lowest |
| 1.00 | 15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm | 25 | sqm | 90.66 ₹2,266.5 | 87 ₹2,175 Lowest | 87 ₹2,175 Lowest | 90 ₹2,250 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.71 | cum | 2,842.17 ₹2,032.15 Lowest | 3,100 ₹2,216.5 | 2,900 ₹2,073.5 | 3,000 ₹2,145 |
| 1.00 | 15.7.2:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar with old mughal bricks | 3.6 | cum | 1,381.34 ₹4,972.82 Lowest | 1,557 ₹5,605.2 | 1,400 ₹5,040 | 1,600 ₹5,760 |
| 1.00 | OD518915/2025-2026:Demolishing Laterite 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-Charge.
In cement mortar | 3.99 | cum | 1,648.57 ₹6,577.79 | 1,650 ₹6,583.5 | 1,200 ₹4,788 Lowest | 1,500 ₹5,985 |
| 1.01 | 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 | 9.16 | cum | 278.44 ₹2,551.07 | 303 ₹2,776.09 | 260 ₹2,382.12 Lowest | 300 ₹2,748.6 |
| 1.01 | OD518916/2025-2026:OD-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 | 9.16 | cum | 3,091.02 ₹28,319.93 | 36.68 ₹336.06 Lowest | 4,000 ₹36,648 | 3,600 ₹32,983.2 |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 9.54 | cum | 6,458.16 ₹61,630.22 | 766.32 ₹7,312.99 Lowest | 6,300 ₹60,120.9 | 6,700 ₹63,938.1 |
| 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 | 6.87 | cum | 5,487.66 ₹37,711.2 Lowest | 6,750 ₹46,386 | 6,400 ₹43,980.8 | 6,500 ₹44,668 |
Tender Value
₹23.7 L
EMD Value
₹50,000
Closing Date
21 Mar 2026, 9:00 amClosed
AEE Kgm Blk
The Asst Executive Engineer LSGD Sub Division Kunnamangalam
Kgm Blk 274/26 CHC Cheroopa BlockPublic Health Unit Rennovation in Mavoor G P
2026_LSGD_847584_1
AEE/Tender/Mar(1)/26
Open Tender
Civil Works - Buildings
Item Rate
Mavoor, Cheroopa
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
18 Aug 2026
14 Mar 2026
23 Mar 2026
14 Mar 2026
21 Mar 2026
14 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation work | |||||
| 1.001 | 15.13.2:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area beyond 3 sq. metres | - | each | - | - |
| 1.002 | 15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm | - | sqm | - | - |
| 1.003 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 1 | cum | - | - |
| 1.004 | 15.7.2:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar with old mughal bricks | - | cum | - | - |
| 1.005 | OD518915/2025-2026:Demolishing Laterite 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-Charge.
In cement mortar | - | cum | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | OD518916/2025-2026:OD-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 | - | - |
| 1.008 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.009 | 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 | 1 | cum | - | - |
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