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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.6 LAccepted-AOC | ₹64.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹71.3 L+₹6.7 L (10.3%)Rejected-AOC | ₹71.3 L+₹6.7 L (10.3%) | L2 | Rejected-AOC L2 |
| 3 | L3₹73.2 L+₹8.6 L (13.4%)Rejected-AOC | ₹73.2 L+₹8.6 L (13.4%) | L3 | Rejected-AOC L3 |
| 4 | L4₹74.3 L+₹9.7 L (15.0%)Rejected-AOC | ₹74.3 L+₹9.7 L (15.0%) | L4 | Rejected-AOC L4 |
| 5 | L5₹76.4 L+₹11.8 L (18.3%)Rejected-AOC | ₹76.4 L+₹11.8 L (18.3%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | AMEER CA L4 | ABDUL HAKKIM L1 | THOTTATHIL NETWORK PRIVATE LIMITED L6 | YOOSUF EK L8 | HARIPRASAD M R L2 | AHAMMED KABEER B L3 | AHAMMED IRSHAD L5 | C H MOIDEEN KUNHI L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A | |||||||||||
| 1.00 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 40.25 | sqm | 167.29 ₹6,733.42 | 116.46 ₹4,687.52 Lowest | 139.79 ₹5,626.55 | 152.8 ₹6,150.2 | 128.51 ₹5,172.53 | 132.03 ₹5,314.21 | 137.8 ₹5,546.45 | 148.07 ₹5,959.82 |
| 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) | 34.38 | cum | 2,469.02 ₹84,892.31 | 1,719 ₹59,104.38 Lowest | 2,063.27 ₹70,941.41 | 2,255.3 ₹77,543.98 | 1,896.82 ₹65,218.36 | 1,948.67 ₹67,001.12 | 2,033.91 ₹69,931.93 | 2,185.45 ₹75,142.33 |
| 1.00 | OD289177/2025-2026:Providing and laying in position weigh batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. All work above plinth level upto floor V level | 113.79 | cum | 9,294.88 ₹10,57,682.98 | 9,285.2 ₹10,56,581.48 Lowest | 11,144.8 ₹12,68,189.08 | 12,182.03 ₹13,86,217.56 | 10,245.69 ₹11,65,877.56 | 10,525.78 ₹11,97,749.56 | 10,986.21 ₹12,50,142.81 | 11,804.74 ₹13,43,284.97 |
| 1.00 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 16,499.84 | kg | 92.89 ₹15,32,670.14 | 76.78 ₹12,66,857.72 Lowest | 92.16 ₹15,20,625.25 | 100.74 ₹16,62,193.88 | 84.72 ₹13,97,866.44 | 87.04 ₹14,36,146.07 | 90.85 ₹14,99,010.46 | 97.62 ₹16,10,714.38 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 282.22 | sqm | 628.21 ₹1,77,290.91 | 521.04 ₹1,47,045.82 Lowest | 625.39 ₹1,76,495.06 | 683.59 ₹1,92,920.04 | 574.93 ₹1,62,254.44 | 590.65 ₹1,66,690.88 | 616.49 ₹1,73,983.34 | 662.42 ₹1,86,945.52 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 96.39 | sqm | 840.97 ₹81,061.1 | 697.96 ₹67,276.36 Lowest | 837.75 ₹80,750.72 | 915.71 ₹88,265.29 | 770.16 ₹74,235.72 | 791.22 ₹76,265.7 | 825.83 ₹79,601.75 | 887.35 ₹85,531.67 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 252.6 | sqm | 829.95 ₹2,09,645.37 | 688.81 ₹1,73,993.41 Lowest | 826.77 ₹2,08,842.1 | 903.71 ₹2,28,277.15 | 760.07 ₹1,91,993.68 | 780.85 ₹1,97,242.71 | 815 ₹2,05,869 | 875.72 ₹2,21,206.87 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 418.91 | sqm | 791.25 ₹3,31,464.12 | 656.51 ₹2,75,019.92 Lowest | 787.99 ₹3,30,098.47 | 861.33 ₹3,60,821.47 | 724.42 ₹3,03,468.23 | 744.22 ₹3,11,762.69 | 776.78 ₹3,25,402.46 | 834.65 ₹3,49,644.9 |
| 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 | 148.28 | metre | 187.73 ₹27,836.6 | 155.81 ₹23,103.51 Lowest | 187.01 ₹27,729.84 | 204.42 ₹30,311.4 | 171.92 ₹25,492.3 | 176.62 ₹26,189.21 | 184.35 ₹27,335.42 | 198.09 ₹29,372.79 |
Tender Value
₹89.0 L
EMD Value
₹50,000
Closing Date
17 Jun 2026, 2:00 pmClosed
Superintending Engineer
Superintending Engineer, PWD Buildings North Circle, Kozhikode.
GENERAL-General Education Department Annual plan 2025-26 Construction of additional floor over the existing building of Government High School Kadambar , Kasaragod-General Civil Work
2026_PWD_854876_1
PWD/BLDG/TR/1717/2026_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
545 days
Kadambar
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
17 Aug 2026
8 Jun 2026
19 Jun 2026
8 Jun 2026
17 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 1.001 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | - | sqm | - | - |
| 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 | - | - |
| 1.003 | OD289177/2025-2026:Providing and laying in position weigh batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. All work above plinth level upto floor V level | 0.8 | cum | - | - |
| 1.004 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | - | kg | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.4 | sqm | - | - |
| 1.006 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 0.8 | sqm | - | - |
| 1.009 | 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 | - | metre | - | - |
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