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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹81.1 LAccepted-AOC | ₹81.1 L | 1 | Accepted-AOC First lowest hence accepted |
| 2 | 2₹86.9 LRejected-AOC KERALA KL | PALAKKAD | KERALA | 678001 | ₹86.9 L | 2 | Rejected-AOC Second lowest hence rejected |
| 3 | 3₹87.4 LRejected-AOC | ₹87.4 L | 3 | Rejected-AOC Third lowest hence rejected |
| Sl No | Description | Qty | Unit | SREEJITH PK L2 | JOBIN K THOMAS L3 | SAJITH P S L1 |
|---|---|---|---|---|---|---|
| 1.00Appendix 1:SMART KRISHIBHAVAN | ||||||
| 1.01 | 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. | 68.23 | cum | 323.65 ₹22,081.34 | 325.66 ₹22,218.48 | 302 ₹20,604.42 Lowest |
| 1.02 | 4.1.2: Providing and laying in position cement concrete of specified grade excluding the cost
of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.04 | cum | 8,782.14 ₹35,444.72 | 8,836.79 ₹35,665.28 | 8,212.67 ₹33,146.32 Lowest |
| 1.03 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 29.4 | sqm | 347.44 ₹10,214.74 | 349.59 ₹10,277.95 | 324.54 ₹9,541.48 Lowest |
| 1.04 | 60.7.1: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 17.45 | cum | 3,593.05 ₹62,680.76 | 3,615.41 ₹63,070.83 | 3,359.89 ₹58,613.29 Lowest |
| 1.05 | 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. | 52.75 | cum | 286.54 ₹15,114.41 | 9,018.32 ₹4,75,698.34 | 267.75 ₹14,123.04 Lowest |
| 1.06 | 50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas 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-incharge. | 22.26 | cum | 401.02 ₹8,925.1 | 403.52 ₹8,980.74 | 375.02 ₹8,346.53 Lowest |
| 1.07 | 5.9.6: Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 157.36 | sqm | 907.42 ₹1,42,791.61 | 913.07 ₹1,43,680.7 | 848.31 ₹1,33,490.3 Lowest |
| 1.08 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 417.63 | sqm | 686.39 ₹2,86,657.06 | 690.65 ₹2,88,436.16 | 641.87 ₹2,68,063.33 Lowest |
| 1.09 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 310.43 | sqm | 864.86 ₹2,68,475.9 | 870.24 ₹2,70,145.99 | 808.65 ₹2,51,025.4 Lowest |
Tender Value
₹90.1 L
EMD Value
₹50,000
Closing Date
11 Mar 2026, 4:00 pmClosed
PROJECT ENGINEER
PROJECT ENGINEERS OFFICE KLDC VADAKARA
1 Smart Krishibhavan 2 Plumbing 3 Compound Wall And Gate 4 Rain Water Harvesting And Septic Tank 5 Rain Shelter
2026_KLDC_837933_1
KLDC/ VTK/2025-26/9(3)
Open Tender
Civil Works - Buildings
Item Rate
540 days
Smart KB in Poothadi Gramapanchayath Wayanadu DT
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
₹50,000
19 Jun 2026
19 Feb 2026
13 Mar 2026
19 Feb 2026
11 Mar 2026
19 Feb 2026
19 Feb 2026 - 11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix 1:SMART KRISHIBHAVAN | |||||
| 1.01 | 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. | 0.4 | cum | - | - |
| 1.02 | 4.1.2: Providing and laying in position cement concrete of specified grade excluding the cost
of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.03 | 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 | - | - |
| 1.04 | 60.7.1: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.05 | 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 | - | - |
| 1.06 | 50.2.26.1 : Filling with contractor own earth (excluding rock) in open areas 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-incharge. | - | cum | - | - |
| 1.07 | 5.9.6: Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.08 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.09 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 0.8 | sqm | - | - |
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