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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | L1 | Accepted-AOC Agreement | |
| 2 | Rejected-Technical PALLITHARA VEEDU VALICODE OSM | KERALA | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | H.CHANDRAN L2 | SELVARAJ.T L1 |
|---|---|---|---|---|---|
| 1.00Building maintenance | |||||
| 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 | 9.45 | cum | 367.72 ₹3,474.95 Lowest | 367.72 ₹3,474.95 Lowest |
| 1.00 | OD54323/2026-2027: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 | 17.4 | cum | 4,082.21 ₹71,022.29 Lowest | 4,082.21 ₹71,022.29 Lowest |
| 1.00 | 13.35.1:Pointing on stone slab ceiling with cement mortar 1:2 ( 1 cement : 2 fine sand):Flush / Ruled pointing | 25.7 | sqm | 350 ₹8,995 Lowest | 350 ₹8,995 Lowest |
| 1.00 | 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 | 4.62 | cum | 6,889.88 ₹31,831.25 Lowest | 6,889.88 ₹31,831.25 Lowest |
| 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) | 0.16 | cum | 10,185.35 ₹1,650.03 Lowest | 10,185.35 ₹1,650.03 Lowest |
| 1.01 | 5.9.20:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | 2.52 | sqm | 600 ₹1,512 | 500 ₹1,260 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 62.45 | sqm | 377.98 ₹23,602.96 Lowest | 377.98 ₹23,602.96 Lowest |
| 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 | 9.72 | kilogram | 114.92 ₹1,117.02 Lowest | 114.92 ₹1,117.02 Lowest |
| 1.01 | 11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete | 2.43 | sqm | 1,199 ₹2,913.57 Lowest | 1,199 ₹2,913.57 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,231
Closing Date
30 Jun 2026, 2:00 pmClosed
AE
Office of the Assistant Engineer, LID-EW, Ottasekharamangalam GP, Ottasekharamangalam PO, Thiruvananthapuram-695125
Maintenance of Kalivilakam Anganvadi
2026_LSGD_849726_8
01/AE/LID-EW/OSM/2026-27
Open Tender
Civil Works - Buildings
Item Rate
Ottasekharamangalam Grama Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹4,231
Yes
23 Jul 2026
20 Jun 2026
2 Jul 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building maintenance | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | OD54323/2026-2027: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 | 1 | cum | - | - |
| 1.003 | 13.35.1:Pointing on stone slab ceiling with cement mortar 1:2 ( 1 cement : 2 fine sand):Flush / Ruled pointing | 1 | sqm | - | - |
| 1.004 | 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 | - | cum | - | - |
| 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 | - | - |
| 1.006 | 5.9.20:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | - | sqm | - | - |
| 1.007 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete | - | sqm | - | - |
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