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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.8 LAccepted-Finance | ₹49.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹53.4 L+₹3.6 L (7.28%)Accepted-Finance ELIKKATTIL HOUSE KUTTIN POST MALAPPURAM 676324 | MALAPPURAM | MALAPPURAM | KERALA | 676324 | ₹53.4 L+₹3.6 L (7.28%) | L2 | Accepted-Finance L2 |
| 3 | L3₹55.3 L+₹5.5 L (11.0%)Accepted-Finance | ₹55.3 L+₹5.5 L (11.0%) | L3 | Accepted-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance EMD exemption certificate not valid |
| Sl No | Description | Qty | Unit | AMEER T. L1 | LIVSMART BUILDERS LLP L3 | MANZOOR BABU L2 |
|---|---|---|---|---|---|---|
| 1.00Building Works | ||||||
| 1.00 | 2.9.3: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.Hard rock (blasting prohibited) | 46.08 | cum | 1,250 ₹57,600 | 1,391.57 ₹64,123.55 | 724.85 ₹33,401.09 Lowest |
| 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 | 76.3 | cum | 450 ₹34,335.9 Lowest | 643.09 ₹49,069.05 | 643.15 ₹49,073.63 |
| 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) | 42.67 | cum | 9,300 ₹3,96,868.2 | 9,247.8 ₹3,94,640.62 Lowest | 9,248.76 ₹3,94,681.58 |
| 1.00 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 8.64 | cum | 11,000 ₹95,040 Lowest | 11,261.06 ₹97,295.56 | 11,262.23 ₹97,305.67 |
| 1.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 7.84 | cum | 11,300 ₹88,614.6 Lowest | 11,851.75 ₹92,941.42 | 11,852.99 ₹92,951.15 |
| 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 | 99.37 | sqm | 300 ₹29,811 Lowest | 340.47 ₹33,832.5 | 340.5 ₹33,835.49 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 165 | sqm | 600 ₹99,000 Lowest | 672.62 ₹1,10,982.3 | 672.29 ₹1,10,927.85 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 38.08 | sqm | 750 ₹28,560 Lowest | 847.51 ₹32,273.18 | 847.6 ₹32,276.61 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 100.8 | sqm | 750 ₹75,600 Lowest | 889.22 ₹89,633.38 | 889.32 ₹89,643.46 |
Tender Value
₹57.6 L
EMD Value
₹50,000
Closing Date
18 Jun 2026, 11:00 amClosed
Assistant Engineer
LSGD, LID and EW Section, Mankada GP, Malappuram 679324
Construction of M C F building in ward no. 14
2026_LSGD_854947_1
TN 02/AE/LIDEW/MKD/26-27
Open Tender
Civil Works - Buildings
Item Rate
360 days
Mankada GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
14 Sept 2026
9 Jun 2026
20 Jun 2026
9 Jun 2026
18 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building Works | |||||
| 1.001 | 2.9.3: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.Hard rock (blasting prohibited) | 1 | cum | - | - |
| 1.002 | 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 | 0.8 | 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 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.005 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 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 | - | sqm | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
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