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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.0 L+₹13,000.73 (6.77%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SANTHOSH KUMAR S L2 | GANESAN S L1 |
|---|---|---|---|---|---|
| 1.00Compound Wall construction | |||||
| 1.00 | 15.7.4: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 cement mortar | 4.06 | cum | 2,169 ₹8,806.14 | 2,100 ₹8,526 Lowest |
| 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 | 8.7 | cum | 1,197 ₹10,413.9 | 1,100 ₹9,570 Lowest |
| 1.00 | 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 | 6.96 | cum | 359 ₹2,498.64 | 340 ₹2,366.4 Lowest |
| 1.00 | OD371921/2025-2026:Dry Rubble Masonry - Dry Rubble using Rubble without concrete levelling course masonary including packing to compactness to lines and levels cost and conveyance of all materials , labour charges asper direction of engineer in charge | 0.87 | cum | 3,993 ₹3,473.91 | 3,800 ₹3,306 Lowest |
| 1.00 | 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) | 6.53 | cum | 8,343 ₹54,438.08 | 8,000 ₹52,200 Lowest |
| 1.01 | OD371968/2025-2026:Dry Rubble Masonry - Dry Rubble using Departmental Rubble without concrete levelling course masonary including packing to compactness to lines and levels cost and conveyance of all materials , labour charges asper direction of Departmental Officers at Site | 6.09 | cum | 1,715 ₹10,444.35 | 1,600 ₹9,744 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 | 7.74 | cum | 6,831 ₹52,871.94 | 6,500 ₹50,310 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 99.45 | sqm | 369 ₹36,697.05 | 320 ₹31,824 Lowest |
| 1.01 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 100.26 | sqm | 80 ₹8,020.8 | 75 ₹7,519.5 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,125
Closing Date
13 Mar 2026, 9:00 amClosed
Assistant Engineer
The Assistant Engineer, LSGD Section, Kareepa Grama Panchayat
MAINTENANCE WORKS TO SCHOOL AND COMPOUND WALL IN KUZHIMATHIKKADU GLPS IN WARD 18 OF KAREEPRA GRAMA PANCHAYATH-352/26
2026_LSGD_834867_2
352/AE/LSGD/KPA/26
Open Tender
Civil Works - Buildings
Item Rate
120 days
Kareepra
Please refer Tender documents.
6 documents required · 6 mandatory
₹655
Yes
₹5,125
Yes
30 May 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
Compound Wall construction
15.7.4: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 cement mortar
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
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
OD371921/2025-2026:Dry Rubble Masonry - Dry Rubble using Rubble without concrete levelling course masonary including packing to compactness to lines and levels cost and conveyance of all materials , labour charges asper direction of engineer in charge
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)
OD371968/2025-2026:Dry Rubble Masonry - Dry Rubble using Departmental Rubble without concrete levelling course masonary including packing to compactness to lines and levels cost and conveyance of all materials , labour charges asper direction of Departmental Officers at Site
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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