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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.5 LAccepted-AOC | L1 | Accepted-AOC Firm period of the above said work is completed. | |
| 2 | L2₹17.4 L+₹83,255.65 (5.03%)Accepted-AOC | L2 | Accepted-AOC Firm period of the above said work is completed. |
| Sl No | Description | Qty | Unit | SHEJIMON P B L2 | SURESH P S L1 |
|---|---|---|---|---|---|
| 1.00Construction of new pump house | |||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 100 | hour | 397.37 ₹39,737 | 378.36 ₹37,836 Lowest |
| 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 | 9 | cum | 296.26 ₹2,666.34 | 282.1 ₹2,538.9 Lowest |
| 1.00 | 2.7.2: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (requiring blasting) | 8 | cum | 1,025.86 ₹8,206.88 | 976.79 ₹7,814.32 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 | 36.6 | sqm | 444.08 ₹16,253.33 | 422.84 ₹15,475.94 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 56.2 | sqm | 877.3 ₹49,307.77 | 835.35 ₹46,950.01 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 | 60.39 | sqm | 1,105.43 ₹66,752.5 | 1,052.55 ₹63,559.28 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 39 | sqm | 1,159.83 ₹45,233.37 | 1,104.36 ₹43,070.04 Lowest |
| 1.01 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 6.22 | cum | 8,313.75 ₹51,686.58 | 7,916.13 ₹49,214.58 Lowest |
| 1.01 | 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) | 1.7 | cum | 9,122.81 ₹15,508.78 | 8,686.51 ₹14,767.07 Lowest |
Tender Value
₹15.1 L
EMD Value
₹37,800
Closing Date
26 Mar 2026, 4:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Director of Physical Plant
Directorate of Physical Plant, KAU, Vellanikkara
State plan 2024-2025-Construction of new irrigation pump house at east side pond near KAU, Main gate, MC, Vellanikkara.
2026_KAU_834296_2
KAUDPP/2017/2025-DPP W3
Open Tender
Civil Works - Buildings
Item Rate
KAU, MC, Vellanikkara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
₹37,800
13 Oct 2026
17 Mar 2026
30 Mar 2026
17 Mar 2026
26 Mar 2026
17 Mar 2026
17 Mar 2026 - 26 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of new pump house | |||||
| 1.001 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 100 | hour | - | - |
| 1.002 | 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 | 9 | cum | - | - |
| 1.003 | 2.7.2: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock (requiring blasting) | 8 | cum | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 36.6 | 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 | 56.2 | 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 | 60.39 | sqm | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 39 | sqm | - | - |
| 1.008 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 6.22 | cum | - | - |
| 1.009 | 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) | 1.7 | cum | - | - |
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