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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹16.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹19.1 L+₹3.0 L (18.7%)Admitted-Fee/PreQual/Technical/Finance | ₹19.1 L+₹3.0 L (18.7%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹19.5 L+₹3.4 L (21.0%)Admitted-Fee/PreQual/Technical/Finance | ₹19.5 L+₹3.4 L (21.0%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M D SAJI L2 | Marzooque K L3 | MUHAMMED SHABEEB T L1 |
|---|---|---|---|---|---|---|
| 1.00Construction of building | ||||||
| 1.00 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 22.98 | cum | 599.16 ₹13,767.5 | 611.11 ₹14,042.09 | 504.86 ₹11,600.67 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) | 6.14 | cum | 7,240.4 ₹44,427.09 | 7,384.78 ₹45,313.01 | 6,100.92 ₹37,435.25 Lowest |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 6.77 | cum | 9,573.17 ₹64,839.08 | 9,764.07 ₹66,132.05 | 8,066.56 ₹54,634.81 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 | 54.96 | sqm | 352.44 ₹19,370.1 | 359.47 ₹19,756.47 | 296.98 ₹16,322.02 Lowest |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.59 | cum | 8,429.73 ₹4,981.97 | 8,597.83 ₹5,081.32 | 7,103.08 ₹4,197.92 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 | 75.06 | sqm | 696.28 ₹52,265.56 | 710.17 ₹53,308.2 | 586.7 ₹44,040.05 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 42.66 | sqm | 920.51 ₹39,268.96 | 938.86 ₹40,051.77 | 775.64 ₹33,088.8 Lowest |
| 1.01 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 10.65 | sqm | 752.81 ₹8,018.93 | 767.82 ₹8,178.82 | 634.33 ₹6,756.88 Lowest |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 34 | metre | 208.21 ₹7,079.14 | 212.37 ₹7,220.58 | 175.45 ₹5,965.3 Lowest |
Tender Value
₹19.6 L
EMD Value
₹48,956
Closing Date
14 Aug 2026, 6:00 pmClosed
Executive Engineer
LSGD (LID and EW) Division Kannur DP
LAC-ADS-LAC ADS 2024-25 Smt. K.K.Shylaja Teacher -MLA Mattannur LACBuilding Construction for Kodiyeri Balakrishnan Smaraka Vayanasala , Kallyad in Padiyoor Kallyad GP-General Civil Work (Re-Tender)
2026_LSGD_864078_10
DB/TN/1(8-A)/26-27
Open Tender
Civil Works - Buildings
Item Rate
365 days
Kannur
Please refer tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹48,956
Yes
1 Sept 2026
4 Aug 2026
17 Aug 2026
4 Aug 2026
14 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of building | |||||
| 1.001 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | - | 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 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | 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 | - | sqm | - | - |
| 1.005 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 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 | 1 | 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 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
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