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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹1.1 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | l2₹1.1 L+₹887.23 (0.78%)Rejected-AOC | l2 | Rejected-AOC l2 | |
| 3 | l3₹1.2 L+₹6,989.28 (6.15%)Rejected-AOC | l3 | Rejected-AOC l3 |
| Sl No | Description | Qty | Unit | S MURALEEDHARAN ACHARI L2 | BHASURAN.K.N L1 | C G JOHN L3 |
|---|---|---|---|---|---|---|
| 1.00ANGANVADI 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 | 2.1 | cum | 324.1 ₹680.61 | 321.58 ₹675.32 Lowest | 341.37 ₹716.88 |
| 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) | 0.42 | cum | 7,147.53 ₹3,001.96 | 7,092 ₹2,978.64 Lowest | 7,528.31 ₹3,161.89 |
| 1.00 | OD288590/2025-2026: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 Laboure charges etc. complete as per direction of Departmental officers at site | 1.05 | cum | 3,598.1 ₹3,778.01 | 3,570.15 ₹3,748.66 Lowest | 3,789.79 ₹3,979.28 |
| 1.00 | OD288591/2025-2026:
od1282372/2021_2022 :Random rubble masonry in Cement mortar 1:6 (1 cement : 6
coarse sand) with hard stone in foundation and plinth as per direction of engineer
incharge at site. Modified 7.1.1 | 1.05 | cum | 6,056.88 ₹6,359.72 | 6,009.82 ₹6,310.31 Lowest | 6,379.56 ₹6,698.54 |
| 1.00 | 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. | 1.05 | sqm | 756.47 ₹794.29 | 750.6 ₹788.13 Lowest | 796.78 ₹836.62 |
| 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) | 0.69 | cum | 8,977.5 ₹6,239.36 | 8,907.75 ₹6,190.89 Lowest | 9,455.77 ₹6,571.76 |
| 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 | 9.19 | kilogram | 101.29 ₹930.65 | 100.51 ₹923.49 Lowest | 106.7 ₹980.36 |
| 1.01 | 50.6.1.6: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 above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete | 1.96 | cum | 7,660.2 ₹15,013.99 | 7,600.68 ₹14,897.33 Lowest | 8,068.29 ₹15,813.85 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 21 | sqm | 333.15 ₹6,996.15 | 330.56 ₹6,941.76 Lowest | 350.9 ₹7,368.9 |
Tender Value
₹1.3 L
EMD Value
₹3,177
Closing Date
10 Oct 2025, 5:00 pmClosed
Assistant Engineer
The Assistant Engineer, LID EW Section, Pallickal Grama Panchayat
Annual Plan-PALLICKAL G.P-PROJECT NO-198/2025-26-MAINTENANCE OF ANGANWADI NO-77 IN WARD-1-General Civil Work-1
2025_LSGD_804536_1
26/AE/LID EW/PKL/2025-26/T4E
Open Tender
Civil Works - Buildings
Item Rate
120 days
Pallickal G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,177
Yes
8 Jan 2026
3 Oct 2025
13 Oct 2025
3 Oct 2025
10 Oct 2025
3 Oct 2025
Amount
ANGANVADI MAINTENANCE
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
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)
OD288590/2025-2026: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 Laboure charges etc. complete as per direction of Departmental officers at site
OD288591/2025-2026: od1282372/2021_2022 :Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth as per direction of engineer incharge at site. Modified 7.1.1
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.
5.1.3: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)
5.22.6: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
50.6.1.6: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 above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.9.3.1:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood
50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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
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
50.18.7.4.2:Providing and fixing PVC, pipes fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall
50.18.7.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
OD298991/2025-2026:Supplying and fixing 1 HP electric motor with all accessories for the installation of motor
14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)
S MURALEEDHARAN ACHARI (BID ID -2380308)
C G JOHN (BID ID -2382727)
Bidder Name
BHASURAN.K.N
S MURALEEDHARAN ACHARI
C G JOHN
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