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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.4 LAccepted-AOC | ₹7.4 L | 1 | Accepted-AOC AS PER PANVCHAYATH BOARD RESOLUTION |
| 2 | Rejected-Technical | - | - | Rejected-Technical AS PER PANCHAYATH BOARD RESOLUTION |
| 3 | Rejected-Technical | - | - | Rejected-Technical AS PER PANCHAYATH BOARD RESOLUTION |
| Sl No | Description | Qty | Unit | RENJITH K P L2 | C VIJESH L1 | SELNESH V L3 |
|---|---|---|---|---|---|---|
| 1.00Building Construction | ||||||
| 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 | 40.23 | cum | 216.65 ₹8,715.83 | 210.15 ₹8,454.33 Lowest | 264.5 ₹10,640.84 |
| 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) | 2.02 | cum | 6,671.03 ₹13,508.84 | 6,471.12 ₹13,104.02 Lowest | 8,144.43 ₹16,492.47 |
| 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) | 2.65 | cum | 8,820.36 ₹23,418.06 | 8,556.04 ₹22,716.29 Lowest | 10,768.47 ₹28,590.29 |
| 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) | 3.5 | cum | 10,740.55 ₹37,559.7 | 10,418.69 ₹36,434.16 Lowest | 13,112.77 ₹45,855.36 |
| 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). | 14.13 | cum | 11,303.95 ₹1,59,770.03 | 10,965.2 ₹1,54,982.14 Lowest | 13,800.6 ₹1,95,057.68 |
| 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 | 24.52 | sqm | 324.73 ₹7,964 | 315 ₹7,725.38 Lowest | 396.45 ₹9,722.94 |
| 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 | 64 | metre | 191.84 ₹12,277.76 | 186.09 ₹11,909.76 Lowest | 234.21 ₹14,989.44 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 81.96 | sqm | 808.34 ₹66,251.55 | 784.1 ₹64,264.84 Lowest | 986.88 ₹80,884.68 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 62.81 | sqm | 641.53 ₹40,294.5 | 622.31 ₹39,087.29 Lowest | 783.22 ₹49,194.05 |
Tender Value
₹8.5 L
EMD Value
₹21,173
Closing Date
2 Jul 2026, 6:00 pmClosed
Assistant Engineer LSGD, Azhikode GP
Assistant Engineer LSGD, Azhikode GP
378/25-26 Construction of anganavady building in Azhikode GP
2026_LSGD_856172_28
AE/LIDEW/AKD/ET2/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Azhikode
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,173
Yes
19 Aug 2026
20 Jun 2026
4 Jul 2026
20 Jun 2026
2 Jul 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building Construction | |||||
| 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 | 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 | - | - |
| 1.003 | 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) | 1 | 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). | - | 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 | 1 | sqm | - | - |
| 1.007 | 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 | - | - |
| 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 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
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