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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.3 Cr+₹3.8 L (2.90%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹1.4 Cr+₹4.3 L (3.30%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹1.4 Cr+₹4.4 L (3.33%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹1.4 Cr+₹5.9 L (4.53%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUNIL T O L4 | T.J.George L8 | M.D.BABY L1 | N J THOMAS L7 | V L POLACHAN L2 | N. T. POULOSE L5 | DAVIS ANTO P L6 | saaj constructions L10 | Boulder Developers Private Limited L9 | ELIAS SUNNY L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Building Works | |||||||||||||
| 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. | 6.03 | cum | 3,670 ₹22,130.1 | 3,413.02 ₹20,580.51 | 3,036.65 ₹18,311 | 1,200 ₹7,236 Lowest | 3,124.78 ₹18,842.42 | 3,000 ₹18,090 | 3,305 ₹19,929.15 | 3,500 ₹21,105 | 3,447.05 ₹20,785.71 | 3,000 ₹18,090 |
| 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 | 87.27 | sqm | 170 ₹14,836.07 | 158.49 ₹13,831.58 | 141.01 ₹12,306.08 | 65 ₹5,672.62 Lowest | 145.11 ₹12,663.89 | 100 ₹8,727.1 | 150 ₹13,090.65 | 170 ₹14,836.07 | 160.08 ₹13,970.34 | 160 ₹13,963.36 |
| 1.00 | OD85838/2025-2026: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 the direction of engineer - in-charge. Excess cement used as per design mix is not payable separately as per circular no. CE/BL/GL/6541/2015 dtd. 30.08.17 of CE, BLDS PWD. Minimum Cement Content 330Kg/m3
All work above plinth level up to floor V level | 158 | cum | 10,100 ₹15,95,820.2 Lowest | 12,012.91 ₹18,98,063.81 | 10,688.2 ₹16,88,756.98 | 11,378 ₹17,97,746.76 | 10,998.38 ₹17,37,766.04 | 11,000 ₹17,38,022 | 11,630 ₹18,37,563.26 | 11,200 ₹17,69,622.4 | 12,132.67 ₹19,16,986.13 | 11,000 ₹17,38,022 |
| 1.00 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 6.03 | cum | 9,980 ₹60,179.4 | 10,307.95 ₹62,156.94 | 9,171.25 ₹55,302.64 | 9,000 ₹54,270 Lowest | 9,437.41 ₹56,907.58 | 9,500 ₹57,285 | 9,980 ₹60,179.4 | 10,800 ₹65,124 | 10,410.72 ₹62,776.64 | 10,000 ₹60,300 |
| 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 | 24,360.35 | kg | 100 ₹24,36,035 | 104.5 ₹25,45,656.58 | 92.98 ₹22,65,025.34 | 102 ₹24,84,755.7 | 95.68 ₹23,30,798.29 | 100 ₹24,36,035 | 95 ₹23,14,233.25 | 100 ₹24,36,035 | 105.55 ₹25,71,234.94 | 90 ₹21,92,431.5 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 409.65 | sqm | 800 ₹3,27,720 | 937.44 ₹3,84,022.3 | 834.07 ₹3,41,676.78 | 750 ₹3,07,237.5 Lowest | 858.28 ₹3,51,594.4 | 850 ₹3,48,202.5 | 905 ₹3,70,733.25 | 950 ₹3,89,167.5 | 946.79 ₹3,87,852.52 | 850 ₹3,48,202.5 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 593.64 | sqm | 800 ₹4,74,916 | 893.47 ₹5,30,404 | 794.95 ₹4,71,918.09 | 740 ₹4,39,297.3 Lowest | 818.02 ₹4,85,613.48 | 800 ₹4,74,916 | 865 ₹5,13,502.93 | 940 ₹5,58,026.3 | 902.38 ₹5,35,693.38 | 850 ₹5,04,598.25 |
| 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 | 394.8 | metre | 200 ₹78,960 | 212.04 ₹83,713.39 | 188.66 ₹74,482.97 Lowest | 220 ₹86,856 | 194.14 ₹76,646.47 | 200 ₹78,960 | 205 ₹80,934 | 230 ₹90,804 | 214.16 ₹84,550.37 | 200 ₹78,960 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 128.55 | sqm | 800 ₹1,02,840 | 949.89 ₹1,22,108.36 | 845.14 ₹1,08,642.75 | 750 ₹96,412.5 Lowest | 869.67 ₹1,11,796.08 | 865 ₹1,11,195.75 | 920 ₹1,18,266 | 1,000 ₹1,28,550 | 959.36 ₹1,23,325.73 | 850 ₹1,09,267.5 |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
23 Sept 2026, 11:30 amClosed
Superintending Engineer
O/o Superintending Engineer, PWD building central circle Thrissur
GENERAL- GENERAL-Annual Plan 2025-26 Construction of School Building of Government Higher Secondary School,Alagappanagar,Thrissur
2026_PWD_868999_1
PWD/BLDG/TR/12898/2025_23_1
Open Tender
Civil Works - Buildings
Item Rate
540 days
Alagappanagar
Please refer tender documents
12 documents required · 12 mandatory
₹6,508
Yes
₹50,000
Yes
26 Sept 2026
11 Sept 2026
25 Sept 2026
11 Sept 2026
23 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building Works | |||||
| 1.001 | 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. | 6.03 | cum | - | - |
| 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 | 87.27 | sqm | - | - |
| 1.003 | OD85838/2025-2026: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 the direction of engineer - in-charge. Excess cement used as per design mix is not payable separately as per circular no. CE/BL/GL/6541/2015 dtd. 30.08.17 of CE, BLDS PWD. Minimum Cement Content 330Kg/m3
All work above plinth level up to floor V level | 158 | cum | - | - |
| 1.004 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 6.03 | cum | - | - |
| 1.005 | 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 | 24,360.35 | kg | - | - |
| 1.006 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 409.65 | sqm | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 593.65 | sqm | - | - |
| 1.008 | 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 | 394.8 | metre | - | - |
| 1.009 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 128.55 | sqm | - | - |
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