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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC THONIPALLAM HOUSE THEKKEDESAM POST NALLEPILLY PALAKKAD 678 553 | PALAKKAD | KERALA | 678553 | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 Cr+₹1.4 L (1.01%)Rejected-AOC | ₹1.4 Cr+₹1.4 L (1.01%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.5 Cr+₹9.9 L (7.18%)Rejected-AOC | ₹1.5 Cr+₹9.9 L (7.18%) | L3 | Rejected-AOC L3 |
| 4 | L4₹1.7 Cr+₹36.9 L (26.9%)Rejected-AOC | ₹1.7 Cr+₹36.9 L (26.9%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | A.SURESH L1 | P.K. Shahul hameed L4 | AHAMMED KABEER B L2 | SHAHEEN SULAIMAN L3 |
|---|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 203.94 | cum | 232 ₹47,314.08 | 257.63 ₹52,541.06 | 216.59 ₹44,171.36 Lowest | 235 ₹47,925.9 |
| 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 | 33.72 | cum | 130 ₹4,383.6 | 131.02 ₹4,417.99 | 110.15 ₹3,714.26 Lowest | 120 ₹4,046.4 |
| 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. | 266.96 | cum | 286 ₹76,351.99 | 318.47 ₹85,020.34 | 267.74 ₹71,477.21 Lowest | 290 ₹77,419.85 |
| 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 | 63.02 | cum | 700 ₹44,117.5 | 729.39 ₹45,969.8 | 613.2 ₹38,646.93 Lowest | 664 ₹41,848.6 |
| 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) | 33.48 | cum | 7,140 ₹2,39,025.78 | 8,567 ₹2,86,797.46 | 6,669.18 ₹2,23,264.14 Lowest | 7,218 ₹2,41,636.99 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 208.4 | sqm | 347 ₹72,314.8 | 405 ₹84,402 | 324.64 ₹67,654.98 Lowest | 350 ₹72,940 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 322.8 | sqm | 700 ₹2,25,960 Lowest | 1,058 ₹3,41,522.4 | 847.89 ₹2,73,698.89 | 900 ₹2,90,520 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 442.96 | sqm | 685 ₹3,03,428.97 | 801 ₹3,54,812.56 | 641.35 ₹2,84,093.68 Lowest | 690 ₹3,05,643.78 |
| 1.01 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 43.2 | sqm | 740 ₹31,968 | 865 ₹37,368 | 693.42 ₹29,955.74 Lowest | 750 ₹32,400 |
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
28 May 2026, 11:30 amClosed
Superintending Engineer, PWD BCC Thrissur
Superintending Engineer, PWD Builiding Central Circle, Thrissur
Earth work excavation, Filling earth, Centering and shuttering M25 grade cement concrete, Steel reinforcement, Solid block masonry, Pressed Steel Door and windows,6 mm ,12 mm cement plaster, floating coat, cement primer, etc. are included
2026_PWD_851031_1
PWD/BLDG/TR/17010/2025_5_1_1/2
Open Tender
Civil Works - Buildings
Item Rate
365 days
Pattikkad
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 |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.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. | 1 | 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 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | 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 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.8 | sqm | - | - |
| 1.009 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | - | sqm | - | - |
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1PRELIMINARY.pdf
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