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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.5 LAccepted-AOC | ₹15.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.7 LRejected-AOC | ₹15.7 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | PYNADATH VARGHESE STEPHEN L1 | E M FRANCIS ANTONY L2 |
|---|---|---|---|---|---|
| 1.00Recast Estimate | |||||
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 223.51 | cum | 720.56 ₹1.6 L | 729.39 ₹1.6 L |
| 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 | 54.66 | cum | 355.37 ₹19,424.17 | 359.72 ₹19,661.94 |
| 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 | 14.4 | cum | 2,104.07 ₹30,298.61 | 2,129.84 ₹30,669.70 |
| 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 | 8.1 | cum | 2,511.24 ₹20,341.04 | 2,542 ₹20,590.20 |
| 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) | 9.16 | cum | 7,836.9 ₹71,770.33 | 7,932.89 ₹72,649.41 |
| 1.01 | OD170099/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including cost of materials, conveyance, labour etc. as per direction of departmental officers at site. | 44.45 | cum | 3,960.69 ₹1.8 L | 4,009.2 ₹1.8 L |
| 1.01 | OD170100/2025-2026: Dry rubble masonry with departmental rubble including packing to compactness, lines and
levels, cost and conveyance of all materials, labour charges etc. complete as per direction of
departmental officers. | 4.86 | cum | 1,695.12 ₹8,238.28 | 1,715.88 ₹8,339.18 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 30.12 | sqm | 753.65 ₹22,699.94 | 762.88 ₹22,977.95 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 102 | metre | 225.37 ₹22,987.74 | 228.13 ₹23,269.26 |
Tender Value
₹15.7 L
EMD Value
₹39,189
Closing Date
19 Feb 2026, 2:00 pmClosed
The Executive Engineer
PWD Buildings Division Ernakulam
Filling with contractors own earth in yard, DR masonry for protection wall, Solid block masonry for compound wall, Interlocking tile paving in front yard, Structural steel work for gate
2026_PWD_835138_1
PWD/BLDG/TR/21628/2023_5_1_1RC
Open Tender
Civil Works - Buildings
120 days
karimgamthuruth
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹39,189
Yes
4 Jun 2026
10 Feb 2026
21 Feb 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
Recast Estimate
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
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
15.7.4: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
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
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)
OD170099/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including cost of materials, conveyance, labour etc. as per direction of departmental officers at site.
OD170100/2025-2026: Dry rubble masonry with departmental rubble including packing to compactness, lines and levels, cost and conveyance of all materials, labour charges etc. complete as per direction of departmental officers.
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
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)
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
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.
50.6.2.2:Solid 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 up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) 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
13.98.1:Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
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.
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