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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L6 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical PILATHAYULLATHIL KONOTT PO KUNNAMANGALAM KOZHIKKODE | KOZHIKODE | KERALA | 612906 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Syma_Constructions L3 | VISAKH V S L1 | R K SYMA L5 | SHYAMJITH P L2 | AMAL.S L4 | HARI A L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Building maintenance | |||||||||
| 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 | 12.96 | cum | 2,050 ₹26,568 | 1,840.18 ₹23,848.73 Lowest | 2,129.84 ₹27,602.73 | 2,000 ₹25,920 | 2,129 ₹27,591.84 | 2,129.84 ₹27,602.73 |
| 1.00 | 15.9.2: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 cement mortar | 12.44 | cum | 2,442 ₹30,378.48 | 2,196.29 ₹27,321.85 Lowest | 2,542 ₹31,622.48 | 2,500 ₹31,100 | 2,540 ₹31,597.6 | 2,542 ₹31,622.48 |
| 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 | 10.98 | cum | 359.72 ₹3,949.73 | 310.8 ₹3,412.58 Lowest | 359.72 ₹3,949.73 | 350 ₹3,843 | 350 ₹3,843 | 359.72 ₹3,949.73 |
| 1.00 | OD431856/2025-2026: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 Department officers at site. (60.7.1) | 18.3 | cum | 3,900 ₹71,370 | 3,450.35 ₹63,141.41 Lowest | 3,993.46 ₹73,080.32 | 3,900 ₹71,370 | 3,990 ₹73,017 | 3,993.46 ₹73,080.32 |
| 1.00 | OD544113/2025-2026:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) (Old spec 60.7.9). | 9.95 | cum | 6,174.34 ₹61,447.03 | 5,334.63 ₹53,090.24 Lowest | 6,174.34 ₹61,447.03 | 6,100 ₹60,707.2 | 6,100 ₹60,707.2 | 6,174.34 ₹61,447.03 |
| 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) | 2.86 | cum | 8,240 ₹23,541.68 | 7,208.78 ₹20,595.48 Lowest | 8,343.49 ₹23,837.35 | 8,300 ₹23,713.1 | 8,340 ₹23,827.38 | 8,343.49 ₹23,837.35 |
| 1.01 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 22.9 | cum | 7,150 ₹1,63,706.4 | 6,246.16 ₹1,43,012.08 Lowest | 7,229.35 ₹1,65,523.2 | 7,200 ₹1,64,851.2 | 7,229 ₹1,65,515.18 | 7,229.35 ₹1,65,523.2 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 239.25 | sqm | 350 ₹83,737.5 | 319.47 ₹76,433.2 Lowest | 369.76 ₹88,465.08 | 369 ₹88,283.25 | 365 ₹87,326.25 | 369.76 ₹88,465.08 |
| 1.01 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 230.89 | sqm | 190 ₹43,869.1 | 181.23 ₹41,844.19 Lowest | 209.26 ₹48,316.04 | 200 ₹46,178 | 209 ₹48,256.01 | 209.76 ₹48,431.49 |
Tender Value
₹14.2 L
EMD Value
₹35,515
Closing Date
27 May 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID EW PARAVUR MUNICIPALITY
PMC Proj No 76/26 Ward 18 MAINTENANCE OF THEKKUMBHAGOM SCHOOL
2026_LSGD_851255_20
01/2026-27/AE/LIDEW
Open Tender
Civil Works - Buildings
Item Rate
120 days
PARAVUR MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹35,515
Yes
14 Jul 2026
20 May 2026
29 May 2026
20 May 2026
27 May 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building maintenance | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 15.9.2: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 cement mortar | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD431856/2025-2026: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 Department officers at site. (60.7.1) | - | cum | - | - |
| 1.005 | OD544113/2025-2026:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) (Old spec 60.7.9). | - | cum | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | - | cum | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.009 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 1 | sqm | - | - |
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