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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 LAccepted-AOC ELAVUMKUDY ALLEPRA P O PERUMBAVOOR 683556 | ERNAKULAM | KERALA | 683556 | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.2 L+₹1.6 L (11.2%)Rejected-AOC NIRAPPEL MUDAVOOR P O | KANNUR | KERALA | 670612 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RINIL JAMES GEORGE L1 | K K ISMAIL L2 |
|---|---|---|---|---|---|
| 1.00Gate& compound wall | |||||
| 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 | 75.56 | cum | 1,000 ₹75,558 Lowest | 1,181.76 ₹89,291.42 |
| 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 | 10.6 | cum | 2,000 ₹21,202 Lowest | 2,102.15 ₹22,284.89 |
| 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 | 74.24 | cum | 315 ₹23,385.6 Lowest | 355.04 ₹26,358.17 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 13.52 | sqm | 350 ₹4,732 Lowest | 381.13 ₹5,152.88 |
| 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) | 9.28 | cum | 7,000 ₹64,960 Lowest | 7,829.76 ₹72,660.17 |
| 1.01 | OD53981/2024-2025:Dry rubble masonry with hard stone including cost of conveyance, labour etc as per direction of departmental officer at site | 190.24 | cum | 3,500 ₹6,65,840 Lowest | 3,957.08 ₹7,52,794.9 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 34.8 | sqm | 675 ₹23,490 Lowest | 752.96 ₹26,203.01 |
| 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) | 11.4 | cum | 9,000 ₹1,02,573 Lowest | 10,352.41 ₹1,17,986.42 |
| 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 | 1,025.73 | kilogram | 100 ₹1,02,573 Lowest | 110.96 ₹1,13,815 |
Tender Value
₹16.4 L
EMD Value
₹41,102
Closing Date
22 Oct 2025, 2:00 pmClosed
Executive Engineer
Office of the Executive Engineer,PWD,Buildings Division,Ernakulam
construction of compound wall at police station ,Koothattukkulam
2025_PWD_804722_2
PWD/BLDG/TR/9077/2024_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
180 days
koothattukulam
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹41,102
Yes
12 Dec 2025
13 Oct 2025
24 Oct 2025
13 Oct 2025
22 Oct 2025
13 Oct 2025
Amount
Gate& compound wall
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
15.7.4: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
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
OD53981/2024-2025:Dry rubble masonry with hard stone including cost of conveyance, labour etc as per direction of departmental officer at site
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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)
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
OD44395/2024-2025:Engaging man mazdoor at site for various works
K K ISMAIL (BID ID -2402146)
Bidder Name
K K ISMAIL
RINIL JAMES GEORGE
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