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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LRejected-Finance NIRAPPEL MUDAVOOR P O | KANNUR | KERALA | 670612 | ₹7.0 L | L1 | Rejected-Finance Since this work is a deposit work Higher rate and hence not admitted |
| 2 | L2₹8.1 LRejected-Finance NIRUPPEL CID MUDAVOOR PO | WAYANAD | KERALA | 670644 | ₹8.1 L | L2 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | K K ISMAIL L1 | Siraj N.E. L2 |
|---|---|---|---|---|---|
| 1.00Maintanance of Compound wall with 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 | 7.93 | cum | 2,342.82 ₹18,580.91 | 2,449.31 ₹19,425.48 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.71 | cum | 2,768.62 ₹1,960.18 | 2,894.46 ₹2,049.28 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 3.19 | cum | 283.39 ₹903.45 | 296.27 ₹944.51 |
| 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) | 1.81 | cum | 8,726.17 ₹15,794.37 | 9,122.82 ₹16,512.30 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 19.16 | sqm | 1,109.4 ₹21,256.10 | 1,159.83 ₹22,222.34 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 12 | sqm | 839.16 ₹10,069.92 | 877.31 ₹10,527.72 |
| 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) | 3.61 | cum | 14,049.39 ₹50,690.20 | 14,688 ₹52,994.30 |
| 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 | 258.6 | kilogram | 123.67 ₹31,981.06 | 129.29 ₹33,434.39 |
| 1.01 | 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 | 14.44 | cum | 8,484.89 ₹1.2 L | 8,870.57 ₹1.3 L |
Tender Value
₹7.0 L
EMD Value
₹17,583
Closing Date
20 May 2026, 3:00 pmClosed
ASSISTANT ENGINEER
PWD BUILDINGS SUB DIVISION, THODUPUZHA
Prematric Hostel Poomala_Girls_ Rennovation for compound wall_Construction of gate and other maintenance works
2026_PWD_850069_1
01/AEE/e-tender/tdpa/2026-27
Open Tender
Civil Works - Buildings
180 days
THODUPUZHA
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,555
Yes
₹17,583
Yes
8 Jun 2026
13 May 2026
22 May 2026
13 May 2026
20 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Maintanance of Compound wall with 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 | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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 | - | kilogram | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001122 |
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