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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC KANAKUZHI H KARUKADAM PO PIN 686691 KOTHAMANGALAM | ERNAKULAM | KERALA | 686691 | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 Cr+₹7.2 L (5.43%)Rejected-AOC CHETTIYADA KANNADY PO PULINCUNNOO ALAPPUZHA | ₹1.4 Cr+₹7.2 L (5.43%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.4 Cr+₹8.7 L (6.59%)Rejected-AOC KIZHAKKAMBALAM GP | PATHANAMTHITTA | KERALA | 685533 | ₹1.4 Cr+₹8.7 L (6.59%) | L3 | Rejected-AOC L3 |
| 4 | L4₹1.4 Cr+₹10.8 L (8.19%)Rejected-Finance | ₹1.4 Cr+₹10.8 L (8.19%) | L4 | Rejected-Finance Rejected L4 |
| 5 | L5₹1.5 Cr+₹17.3 L (13.1%)Rejected-Finance | ₹1.5 Cr+₹17.3 L (13.1%) | L5 | Rejected-Finance Rejected L5 |
| Sl No | Description | Qty | Unit | MUHAMMED K M L1 | SAJAN J VAYALIL L3 | Mountcarve Projects LLP L7 | Kurian Varghese L4 | MOHANAN.N.V L6 | K.P Benny L8 | JOSHY VARGHESE L2 | ELIAS SUNNY L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00App A (Construction of new building-In Govt U P School Puthencruz | |||||||||||
| 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 | 333.15 | cum | 297.25 ₹99,028.84 Lowest | 311.59 ₹1,03,806.21 | 321 ₹1,06,941.15 | 350 ₹1,16,602.5 | 350 ₹1,16,602.5 | 344 ₹1,14,603.6 | 325 ₹1,08,273.75 | 300 ₹99,945 |
| 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 | 81.27 | cum | 1,084 ₹88,096.68 | 113.49 ₹9,223.33 Lowest | 123 ₹9,996.21 | 150 ₹12,190.5 | 330 ₹26,819.1 | 125 ₹10,158.75 | 120 ₹9,752.4 | 120 ₹9,752.4 |
| 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. | 331.59 | cum | 263 ₹87,208.43 Lowest | 275.86 ₹91,472.69 | 294 ₹97,487.75 | 350 ₹1,16,056.85 | 310 ₹1,02,793.21 | 305 ₹1,01,135.26 | 290 ₹96,161.39 | 290 ₹96,161.39 |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 1.56 | cum | 603 ₹940.08 | 631.8 ₹984.98 | 1,230 ₹1,917.57 | 850 ₹1,325.15 | 450.61 ₹702.5 Lowest | 697 ₹1,086.62 | 660 ₹1,028.94 | 680 ₹1,060.12 |
| 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) | 41.93 | cum | 6,450 ₹2,70,435.6 Lowest | 6,871.47 ₹2,88,106.99 | 7,260 ₹3,04,397.28 | 8,050 ₹3,37,520.4 | 7,300 ₹3,06,074.4 | 7,584 ₹3,17,981.95 | 7,500 ₹3,14,460 | 7,500 ₹3,14,460 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 262.89 | sqm | 319.5 ₹83,993.36 Lowest | 334.49 ₹87,934.08 | 357 ₹93,851.73 | 350 ₹92,011.5 | 320 ₹84,124.8 | 369 ₹97,006.41 | 350 ₹92,011.5 | 350 ₹92,011.5 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 396.8 | sqm | 834.75 ₹3,31,228.8 | 873.61 ₹3,46,648.45 | 906 ₹3,59,500.8 | 550 ₹2,18,240 | 315 ₹1,24,992 Lowest | 964 ₹3,82,515.2 | 850 ₹3,37,280 | 850 ₹3,37,280 |
| 1.01 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 50.44 | sqm | 682.5 ₹34,422.57 | 714.45 ₹36,034 | 753 ₹37,978.31 | 600 ₹30,261.6 Lowest | 700 ₹35,305.2 | 789 ₹39,794 | 700 ₹35,305.2 | 780 ₹39,340.08 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 629.05 | sqm | 620 ₹3,90,010.38 | 660.81 ₹4,15,681.87 | 690 ₹4,34,043.81 | 525 ₹3,30,250.73 Lowest | 630 ₹3,96,300.87 | 729 ₹4,58,576.72 | 650 ₹4,08,881.85 | 740 ₹4,65,496.26 |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
28 May 2026, 11:30 amClosed
Superintending Engineer, PWD BCC Thrissur
Superintending Engineer, PWD Building Center Circle, Thrissur
The earth work excavation, centering shuttering, M25 grade concrete, steel reinforcement, solid block masonry, aluminium doors windows, PVC doors, MS grills, 12mm, 6mm, 9mm plastering, 12mm floating coat, wall painting, etc. are included.
2026_PWD_850818_1
PWD/BLDG/TR/15258/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
540 days
Puthancrz
Please refer Tender documents.
12 documents required · 12 mandatory
₹6,508
Yes
₹50,000
Yes
21 Jul 2026
16 May 2026
30 May 2026
16 May 2026
28 May 2026
16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1App A (Construction of new building-In Govt U P School Puthencruz | |||||
| 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 | 1 | 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 | 1 | cum | - | - |
| 1.003 | 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. | 0.4 | cum | - | - |
| 1.004 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 1 | cum | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | 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 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 1 | sqm | - | - |
| 1.009 | 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 | - | - |
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