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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC KAVANNUR GRAMA PANCHAYATH KERALA | KANNUR | KERALA | 670002 | ₹5.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.5 L+₹18,645.94 (3.52%)Rejected-AOC KAVANNUR GRAMA PANCHAYATH KERALA | ₹5.5 L+₹18,645.94 (3.52%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical URANGATHIRI | AURANGABAD | MAHARASHTRA | 423701 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | vineesh kalarikkal L1 | Contractor Balakrishnan V P L2 | NOUSHAD K L3 | muhammed ali k k L5 | SUMESH C.K. L6 | ANVER MUNEER P L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Maintenance work | |||||||||
| 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 | 34.84 | cum | 210 ₹7,315.98 | 195.22 ₹6,801.07 Lowest | 195.93 ₹6,825.81 | 199.55 ₹6,951.92 | 205 ₹7,141.79 | 198.06 ₹6,900.01 |
| 1.00 | 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 | 48.02 | cum | 299 ₹14,357.08 | 272.59 ₹13,088.95 Lowest | 273.58 ₹13,136.49 | 278.63 ₹13,378.98 | 286 ₹13,732.86 | 276.55 ₹13,279.1 |
| 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) | 2.39 | cum | 7,286 ₹17,442.68 | 6,011.37 ₹14,391.22 Lowest | 6,033.22 ₹14,443.53 | 6,144.71 ₹14,710.44 | 6,331 ₹15,156.41 | 6,098.81 ₹14,600.55 |
| 1.00 | OD510289/2025-2026: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(OD from 60.7.1) | 18.68 | cum | 3,446 ₹64,378.17 | 3,026.16 ₹56,534.72 Lowest | 3,037.16 ₹56,740.22 | 3,093.28 ₹57,788.66 | 3,320 ₹62,024.24 | 3,070.17 ₹57,356.92 |
| 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) | 12.45 | cum | 7,799 ₹97,113.15 Lowest | 7,948.16 ₹98,970.49 | 7,977.05 ₹99,330.23 | 8,124.46 ₹1,01,165.78 | 8,200 ₹1,02,106.4 | 8,063.77 ₹1,00,410.06 |
| 1.01 | 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) | 2.74 | cum | 9,450 ₹25,855.2 Lowest | 9,678.48 ₹26,480.32 | 9,713.66 ₹26,576.57 | 9,893.17 ₹27,067.71 | 10,194 ₹27,890.78 | 9,819.26 ₹26,865.5 |
| 1.01 | 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). | 7.41 | cum | 9,499 ₹70,349.59 Lowest | 10,186.16 ₹75,438.7 | 10,223.19 ₹75,712.95 | 10,412.11 ₹77,112.09 | 10,728 ₹79,451.57 | 10,334.32 ₹76,535.97 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1,836.47 | kilogram | 79.5 ₹1,45,999.44 Lowest | 85.19 ₹1,56,448.96 | 85.5 ₹1,57,018.27 | 87.08 ₹1,59,919.89 | 89.5 ₹1,64,364.15 | 86.43 ₹1,58,726.19 |
| 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 | 22.8 | sqm | 260 ₹5,928 Lowest | 292.62 ₹6,671.74 | 293.68 ₹6,695.9 | 299.11 ₹6,819.71 | 307 ₹6,999.6 | 296.88 ₹6,768.86 |
Tender Value
₹6.6 L
EMD Value
₹16,619
Closing Date
10 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD SECTION KAVANUR
Annual Plan-2025 2026 TOILET COMPLEX CONSTRUCTION FOR GOVT SCHOOL VADASSER Proj No 119
2026_LSGD_842578_1
12/ET/AE/KVR/25-26
Open Tender
Civil Works - Buildings
Item Rate
AE LSGD SECTION KAVANUR
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,465
Yes
₹16,619
Yes
4 Aug 2026
2 Mar 2026
12 Mar 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance work | |||||
| 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 | - | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD510289/2025-2026: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(OD from 60.7.1) | 1 | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 0.4 | kilogram | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
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