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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | L1 | Accepted-AOC lowest Tender. Accepted | |
| 2 | L2₹1.7 L+₹2,998.65 (1.78%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Johny Joseph, Panakuzhy Constructions L1 | BINOY JOSEPH, VELLANICKAL L2 |
|---|---|---|---|---|---|
| 1.00compound wall construction | |||||
| 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 | 8.46 | cum | 359 ₹3,037.14 Lowest | 369 ₹3,121.74 |
| 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 | 2.5 | cum | 1,197 ₹2,992.5 Lowest | 1,215 ₹3,037.5 |
| 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 | 1.5 | cum | 1,843 ₹2,764.5 Lowest | 1,858 ₹2,787 |
| 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) | 8.82 | cum | 8,343 ₹73,585.26 Lowest | 8,353 ₹73,673.46 |
| 1.00 | OD176734/2025-2026:Random rubble masonry USING DEPARTMENTAL 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) | 2.5 | cum | 5,910 ₹14,775 Lowest | 5,925 ₹14,812.5 |
| 1.01 | 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) | 0.86 | cum | 9,963 ₹8,588.11 Lowest | 9,973 ₹8,596.73 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 3.6 | sqm | 839 ₹3,020.4 Lowest | 851 ₹3,063.6 |
| 1.01 | 5.22.2:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire | 56.03 | kilogram | 110 ₹6,163.3 Lowest | 123 ₹6,891.69 |
| 1.01 | 50.6.2.3:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 0.2 | cum | 8,936 ₹1,742.52 Lowest | 8,948 ₹1,744.86 |
Tender Value
₹1.7 L
EMD Value
₹4,220
Closing Date
16 Aug 2025, 6:00 pmClosed
Assistant Engineer
Office of Asst. Engineer, LID and EW Kallara Kottayam 686611
Building Maintenance
2025_LSGD_781459_3
5/AE/KLRA/25.26
Open Tender
Civil Works - Others
Item Rate
180 days
LID and EW Section Kallara Kottayam
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
₹4,220
10 Sept 2025
6 Aug 2025
18 Aug 2025
6 Aug 2025
16 Aug 2025
6 Aug 2025
Amount
compound wall construction
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
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
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
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)
OD176734/2025-2026:Random rubble masonry USING DEPARTMENTAL 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)
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)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.22.2:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire
50.6.2.3:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
50.6.3.1:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding 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
BINOY JOSEPH, VELLANICKAL (BID ID -2291239)
Bidder Name
Johny Joseph, Panakuzhy Constructions
BINOY JOSEPH, VELLANICKAL
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