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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAdmitted-Fee/PreQual/Technical/Finance AZAD MANZIL MUZHANGODI THODIYOOR P O KARUNAGAPPALLY KOLLAM PIN 690 523 | KARUNAGAPPALLY | KOLLAM | KERALA | 690523 | ₹12.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹12.7 L+₹37,089.11 (3.01%)Admitted-Fee/PreQual/Technical/Finance SASTHAMANGALAM VEN | IDUKKI | KERALA | 685533 | ₹12.7 L+₹37,089.11 (3.01%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHANAVAS Y L1 | KIRAN V SENAN L2 |
|---|---|---|---|---|---|
| 1.00Compound wall cum gate | |||||
| 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 | 18.74 | cum | 2,063.81 ₹38,684.05 Lowest | 2,120 ₹39,737.28 |
| 1.00 | OD87450/2026-2027:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials
useful for reuse for any thickness of walls in DR masonry including disposal of debris
within a distance of 150m. | 19.15 | cum | 734.04 ₹14,056.87 Lowest | 755 ₹14,458.25 |
| 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 | 18.85 | cum | 348.57 ₹6,570.54 Lowest | 355 ₹6,691.75 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 4.31 | cum | 7,686.97 ₹33,161.59 Lowest | 7,930 ₹34,210.02 |
| 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) | 16.58 | cum | 8,084.84 ₹1,34,014.31 Lowest | 8,340 ₹1,38,243.84 |
| 1.01 | OD429116/2025-2026: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). | 15.75 | cum | 5,932.76 ₹93,452.84 Lowest | 6,120 ₹96,402.24 |
| 1.01 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.75 | cum | 10,163.62 ₹48,317.85 Lowest | 10,480 ₹49,821.92 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.64 | cum | 12,376.24 ₹32,673.27 Lowest | 12,770 ₹33,712.8 |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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 | 18.36 | cum | 7,053.38 ₹1,29,471.84 Lowest | 7,279 ₹1,33,613.32 |
Tender Value
₹12.7 L
EMD Value
₹31,778
Closing Date
17 Aug 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer LIDEW Paravoor Municipality
LAC ADS 2025 26 Pr No 26201 -South Paravur Municipality Kottappuram Govt. LPS Compound Wall cum Entrance Arch Construction, Ward 27
2026_LSGD_863669_2
01/LAC/2026AE/LIDEW/PVR/MNPLTY
Open Tender
Civil Works - Roads
Item Rate
Paravoor Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,778
Yes
1 Sept 2026
3 Aug 2026
19 Aug 2026
3 Aug 2026
17 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Compound wall cum gate | |||||
| 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 | 1 | cum | - | - |
| 1.002 | OD87450/2026-2027:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials
useful for reuse for any thickness of walls in DR masonry including disposal of debris
within a distance of 150m. | 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 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD429116/2025-2026: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 | - | - |
| 1.007 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.008 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.009 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm 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 | - | - |
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