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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.0 LAccepted-AOC | ₹66.0 L | L1 | Accepted-AOC Admitted |
| 2 | L2₹66.5 L+₹50,196.05 (0.76%)Rejected-AOC | ₹66.5 L+₹50,196.05 (0.76%) | L2 | Rejected-AOC Admitted |
| 3 | L3₹66.7 L+₹75,318.61 (1.14%)Rejected-AOC | ₹66.7 L+₹75,318.61 (1.14%) | L3 | Rejected-AOC Admitted |
| 4 | L4₹69.0 L+₹3.0 L (4.54%)Rejected-AOC | ₹69.0 L+₹3.0 L (4.54%) | L4 | Rejected-AOC Admitted |
| 5 | L5₹70.4 L+₹4.5 L (6.76%)Rejected-AOC | ₹70.4 L+₹4.5 L (6.76%) | L5 | Rejected-AOC Admitted |
| Sl No | Description | Qty | Unit | JAMSHID T H L7 | P C Devassy L6 | M.M.SUBAIR L3 | LIPIN M V L5 | VARUN MENON L2 | Orion Electromechanical Company Pvt Ltd L8 | MOHAMMED MUTHU IBRAHIM L4 | AMRITH RAJ L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00.. | |||||||||||
| 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 | 106.17 | cum | 323.78 ₹34,375.08 | 317.99 ₹33,760.36 | 294.6 ₹31,277.09 | 311 ₹33,018.25 | 290 ₹30,788.72 | 350 ₹37,158.8 | 305.05 ₹32,386.55 | 288 ₹30,576.38 Lowest |
| 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) | 21.18 | cum | 7,140.39 ₹1,51,197.76 | 7,012.67 ₹1,48,493.29 | 6,500 ₹1,37,637.5 | 6,877 ₹1,45,620.48 | 6,500 ₹1,37,637.5 | 7,550 ₹1,59,871.25 | 6,727.09 ₹1,42,446.13 | 5,871 ₹1,24,318.43 Lowest |
| 1.00 | OD346297/2025-2026:Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved
quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes
and finally with a piece of cloth lightly soaked in kerosene oil. | 11.89 | sqm | 114.6 ₹1,363.17 | 112.55 ₹1,338.78 | 120 ₹1,427.4 | 110 ₹1,308.45 | 105 ₹1,248.98 Lowest | 135 ₹1,605.83 | 107.97 ₹1,284.3 | 211 ₹2,509.85 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 66.36 | cum | 286.65 ₹19,021.52 | 281.52 ₹18,681.1 | 260 ₹17,253.08 | 275 ₹18,248.45 | 260 ₹17,253.08 | 290 ₹19,243.82 | 270.05 ₹17,919.98 | 205 ₹13,603.39 Lowest |
| 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 | 103.5 | sqm | 347.58 ₹35,974.53 | 341.36 ₹35,330.76 | 316 ₹32,706 | 334 ₹34,569 | 315 ₹32,602.5 | 350 ₹36,225 | 327.46 ₹33,892.11 | 296 ₹30,636 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 234.5 | sqm | 686.67 ₹1,61,026.86 | 674.38 ₹1,58,144.81 | 624 ₹1,46,330.5 | 660 ₹1,54,772.64 | 625 ₹1,46,565 | 715 ₹1,67,670.36 | 646.91 ₹1,51,702.98 | 479 ₹1,12,327.42 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 184.49 | sqm | 907.8 ₹1,67,475.48 | 891.55 ₹1,64,477.6 | 826 ₹1,52,384.61 | 873 ₹1,61,055.41 | 825 ₹1,52,200.13 | 950 ₹1,75,260.75 | 855.25 ₹1,57,780.8 | 661 ₹1,21,944.59 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 291.97 | sqm | 865.21 ₹2,52,618.82 | 849.73 ₹2,48,099.07 | 787 ₹2,29,783.54 | 833 ₹2,43,214.34 | 775 ₹2,26,279.85 | 940 ₹2,74,455.56 | 815.13 ₹2,37,996.77 | 581 ₹1,69,636.89 Lowest |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 86.77 | sqm | 919.85 ₹79,818.14 | 903.39 ₹78,389.86 | 836 ₹72,542.23 | 885 ₹76,794.11 | 827 ₹71,761.27 | 950 ₹82,434.35 | 866.61 ₹75,198.35 | 695 ₹60,307.24 Lowest |
Tender Value
₹81.4 L
EMD Value
₹50,000
Closing Date
1 Jul 2026, 11:00 amClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PWD BUILDING DIVISION THRISSUR
GENERAL-GENERAL-General Education Department -Annual Plan 202GENERAL-General Education Department -Annual Plan 2025-2026 Construction of new classroom block for Government L.P. School Parappuram at Kadangode Thrissur-Extension work-General Civil Work
2026_PWD_856865_1
07/2026-27/EE(B)TSR
Open Tender
Civil Works - Buildings
Item Rate
365 days
L P School Parappuram at Kadangode
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
3 Aug 2026
20 Jun 2026
3 Jul 2026
20 Jun 2026
1 Jul 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.. | |||||
| 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 | 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 | - | - |
| 1.003 | OD346297/2025-2026:Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved
quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes
and finally with a piece of cloth lightly soaked in kerosene oil. | 1 | sqm | - | - |
| 1.004 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 0.2 | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.6 | sqm | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | 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 | 0.6 | sqm | - | - |
| 1.009 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 0.2 | sqm | - | - |
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