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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.1 LAccepted-AOC ASSISTANT ENGINEER LSGD POOR GRAMA PANCHAYAT KIZHKKOMBEL KOORACHUNDU P O 686634 | KOTTAYAM | KERALA | 686634 | L1 | Accepted-AOC lowest | |
| 2 | L2₹45.0 L+₹1.9 L (4.37%)Rejected-AOC CHATTIKKAL HOUSE KOTTAPPADI | KOTTAYAM | KERALA | 686001 | L2 | Rejected-AOC 2nd lowest | |
| 3 | L3₹50.1 L+₹7.0 L (16.3%)Rejected-AOC NOT AVAILABLE | L3 | Rejected-AOC 3rd lowest |
| Sl No | Description | Qty | Unit | BIJU L2 | ELDHOSE PHILIP L1 | Cods Constructions L3 |
|---|---|---|---|---|---|---|
| 1.00STRUCTURAL WORKS | ||||||
| 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 | 213.93 | cum | 315 ₹67,387.32 | 300 ₹64,178.4 Lowest | 350 ₹74,874.8 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 52.5 | cum | 115 ₹6,037.5 | 110 ₹5,775 Lowest | 127.61 ₹6,699.53 |
| 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 | 138.33 | sqm | 339 ₹46,893.87 | 320 ₹44,265.6 Lowest | 366 ₹50,628.78 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 124.5 | sqm | 880 ₹1,09,561.76 Lowest | 920 ₹1,14,541.84 | 980 ₹1,22,011.96 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 204.72 | sqm | 665 ₹1,36,135.48 Lowest | 710 ₹1,45,347.65 | 741 ₹1,51,693.82 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 116.95 | sqm | 845 ₹98,822.75 Lowest | 890 ₹1,04,085.5 | 935 ₹1,09,348.25 |
| 1.01 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 22.26 | sqm | 725 ₹16,138.5 Lowest | 790 ₹17,585.4 | 803.36 ₹17,882.79 |
| 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 | 69.44 | metre | 200 ₹13,888 | 190 ₹13,193.6 Lowest | 222.19 ₹15,428.87 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 34.09 | sqm | 898 ₹30,617.31 Lowest | 950 ₹32,390.25 | 995.36 ₹33,936.8 |
Tender Value
₹51.6 L
EMD Value
₹50,000
Closing Date
26 May 2026, 2:00 pmClosed
The Executive Engineer
Office of the Executive Engineer,PWD,Buildings Div,Ernakulam
Construction of school building for High School wing of the Government Vocational Higher Secondary School, Pampakuda
2026_PWD_850523_1
PWD/BLDG/TR/15380/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
365 days
Pampakkuda
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
17 Jul 2026
13 May 2026
28 May 2026
13 May 2026
26 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1STRUCTURAL WORKS | |||||
| 1.001 | 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 | 0.2 | cum | - | - |
| 1.002 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | - | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.004 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.8 | sqm | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.006 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.007 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | - | 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 | 1 | metre | - | - |
| 1.009 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 1 | sqm | - | - |
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