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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.6 LAccepted-AOC | ₹61.6 L | L1 | Accepted-AOC lowest |
| 2 | L2₹65.6 L+₹4.1 L (6.60%)Rejected-AOC ASSISTANT ENGINEER LSGD POOR GRAMA PANCHAYAT KIZHKKOMBEL KOORACHUNDU P O 686634 | KOTTAYAM | KERALA | 686634 | ₹65.6 L+₹4.1 L (6.60%) | L2 | Rejected-AOC L2 |
| 3 | L3₹67.0 L+₹5.4 L (8.82%)Rejected-AOC MUVATTUPUZHA | THRISSUR | KERALA | 680667 | ₹67.0 L+₹5.4 L (8.82%) | L3 | Rejected-AOC L3 |
| 4 | L4₹68.6 L+₹7.1 L (11.5%)Rejected-AOC | ₹68.6 L+₹7.1 L (11.5%) | L4 | Rejected-AOC L4 |
| 5 | L5₹71.4 L+₹9.8 L (15.9%)Rejected-AOC KIZHAKKAMBALAM GP | PATHANAMTHITTA | KERALA | 685533 | ₹71.4 L+₹9.8 L (15.9%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | OK.MEETHIAN KUNJU L1 | ELDHOSE PHILIP L2 | Cods Constructions L6 | SAJAN J VAYALIL L5 | Joby Abraham L7 | ALIAS P.P L3 | BOND ENGINEERING PRIVATE LIMITED L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Maintenance works | ||||||||||
| 1.00 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | 1 | each | 130 ₹130 | 130 ₹130 | 141.21 ₹141.21 | 137.29 ₹137.29 | 148.31 ₹148.31 | 128.88 ₹128.88 Lowest | 132 ₹132 |
| 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 | 82.27 | sqm | 151 ₹12,423.37 | 150 ₹12,341.1 | 158.41 ₹13,033.02 | 157.85 ₹12,986.95 | 170.52 ₹14,029.36 | 148.18 ₹12,191.36 Lowest | 152 ₹12,505.65 |
| 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 | 19.86 | cum | 1,879 ₹37,315.06 | 1,600 ₹31,774.4 Lowest | 1,978.62 ₹39,293.41 | 1,971.59 ₹39,153.81 | 2,129.84 ₹42,296.49 | 1,850.83 ₹36,755.63 | 1,895 ₹37,632.81 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 2.88 | cum | 3,238 ₹9,325.44 | 3,200 ₹9,216 | 3,411.18 ₹9,824.2 | 3,399.07 ₹9,789.32 | 3,671.89 ₹10,575.04 | 3,190.87 ₹9,189.71 Lowest | 3,268 ₹9,411.84 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 129.6 | sqm | 889 ₹1,15,214.4 | 900 ₹1,16,640 | 936.94 ₹1,21,427.42 | 933.61 ₹1,20,995.86 | 1,008 ₹1,30,636.8 | 876.42 ₹1,13,584.03 Lowest | 898 ₹1,16,380.8 |
| 1.01 | 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 | 1,145.43 | kg | 99 ₹1,13,397.57 | 90 ₹1,03,088.7 Lowest | 104.44 ₹1,19,628.71 | 104.08 ₹1,19,216.35 | 112 ₹1,28,288.16 | 97.7 ₹1,11,908.51 | 100 ₹1,14,543 |
| 1.01 | OD357145/2025-2026:Providing and laying in position machine 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 obtained as per mix design shall be used by the contractor at site to obtain the required strength. Excess cement used as per the design mix is not payable separately as per order no. CE/BL/GL/6541/2015 dated 30/08/2017 of CE Buildings PWD and the minimum cement content shall not be less than 330kg/cum. All work above plinth level upto floor V level | 12.73 | cum | 9,500 ₹1,20,906.5 Lowest | 11,800 ₹1,50,178.6 | 12,006.45 ₹1,52,806.09 | 11,663.82 ₹1,48,445.44 | 12,200 ₹1,55,269.4 | 11,231 ₹1,42,936.94 | 11,503 ₹1,46,398.68 |
| 1.01 | 50.6.2.3:Solid block 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 above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 65.29 | cum | 7,000 ₹4,57,009 Lowest | 8,600 ₹5,61,468.2 | 8,301.91 ₹5,42,006.8 | 8,272.43 ₹5,40,082.14 | 8,200 ₹5,35,353.4 | 7,765.73 ₹5,07,001.21 | 7,954 ₹5,19,292.8 |
| 1.01 | 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 | 3,037.5 | kg | 180 ₹5,46,750 Lowest | 180 ₹5,46,750 Lowest | 214.53 ₹6,51,634.88 | 213.76 ₹6,49,296 | 210 ₹6,37,875 | 200.67 ₹6,09,535.13 | 205 ₹6,22,687.5 |
Tender Value
₹77.1 L
EMD Value
₹50,000
Closing Date
2 Jun 2026, 2:00 pmClosed
The Executive Engineer
PWD Buildings Division Ernakulam
Construction of Auditorium for Govt. Higher Secondary School Ooramana
2026_PWD_852398_1
PWD/BLDG/TR/17170/2023_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
270 days
Ooramana
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
17 Jul 2026
22 May 2026
4 Jun 2026
22 May 2026
2 Jun 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance works | |||||
| 1.001 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | - | each | - | - |
| 1.002 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 0.6 | sqm | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 1 | cum | - | - |
| 1.005 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD357145/2025-2026:Providing and laying in position machine 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 obtained as per mix design shall be used by the contractor at site to obtain the required strength. Excess cement used as per the design mix is not payable separately as per order no. CE/BL/GL/6541/2015 dated 30/08/2017 of CE Buildings PWD and the minimum cement content shall not be less than 330kg/cum. All work above plinth level upto floor V level | - | cum | - | - |
| 1.008 | 50.6.2.3:Solid block 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 above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 0.8 | cum | - | - |
| 1.009 | 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 | - | kg | - | - |
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