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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹10.9 L+₹52,528.57 (5.06%)Admitted-Fee/PreQual/Technical/Finance THAYYIL CHERUPAZHASSI MAYYIL | KOZHIKODE | KERALA | 612906 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹11.1 L+₹69,137.89 (6.66%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹11.1 L+₹70,561.47 (6.80%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹11.9 L+₹1.5 L (14.3%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | C P BABU L3 | E P ARUN KUMAR L4 | MUHAMMED RIYAZ K C L1 | NIKESH P L5 | PRADEEPAN T K L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Building Construction | ||||||||
| 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 | 15.2 | cum | 313.25 ₹4,762.34 | 313.65 ₹4,768.42 | 293.77 ₹4,466.19 Lowest | 335.74 ₹5,104.26 | 308.55 ₹4,690.89 |
| 1.00 | OD29599/2026-2027:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges | 21.4 | cum | 6,060.81 ₹1,29,719.52 | 6,068.58 ₹1,29,885.82 | 5,684.01 ₹1,21,654.87 Lowest | 6,496.02 ₹1,39,034.32 | 5,969.84 ₹1,27,772.49 |
| 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) | 0.08 | cum | 6,907.96 ₹559.54 | 6,916.84 ₹560.26 | 6,478.52 ₹524.76 Lowest | 7,404.03 ₹599.73 | 6,804.3 ₹551.15 |
| 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) | 1.05 | cum | 11,122.01 ₹11,678.11 | 11,136.32 ₹11,693.14 | 10,430.61 ₹10,952.14 Lowest | 11,920.7 ₹12,516.74 | 10,955.12 ₹11,502.88 |
| 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). | 1.2 | cum | 11,705.42 ₹14,046.5 | 11,720.47 ₹14,064.56 | 10,977.75 ₹13,173.3 Lowest | 12,546 ₹15,055.2 | 11,529.77 ₹13,835.72 |
| 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 | 136.4 | kilogram | 97.9 ₹13,353.17 | 98.03 ₹13,370.9 | 91.81 ₹12,522.52 Lowest | 104.93 ₹14,312.03 | 96.43 ₹13,152.67 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 6.8 | sqm | 837.05 ₹5,691.94 | 838.13 ₹5,699.28 | 785.01 ₹5,338.07 Lowest | 897.16 ₹6,100.69 | 824.49 ₹5,606.53 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.66 | cum | 8,676.59 ₹5,726.55 | 8,687.75 ₹5,733.92 | 8,137.21 ₹5,370.56 Lowest | 9,299.67 ₹6,137.78 | 8,546.4 ₹5,640.62 |
| 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 | 9.36 | sqm | 336.26 ₹3,147.39 | 336.7 ₹3,151.51 | 315.35 ₹2,951.68 Lowest | 360.41 ₹3,373.44 | 331.22 ₹3,100.22 |
Tender Value
₹11.9 L
EMD Value
₹29,660
Closing Date
22 Sept 2026, 5:00 pmClosed
Assistant Engineer
Assistant Engineer LSGD LID and EW Section Mayyil Grama panchayath Post Mayyil Kannur. PIN 670602
Annual Plan-Mayyil Gramapanchayath- 2026-27 Completion Works Of Mullakkodi Sub Centre Building-Project No. 306/2026-27 -General Civil Work
2026_LSGD_869412_10
04/AE/LSGD/MGP/2026-27
Open Tender
Civil Works - Buildings
Item Rate
150 days
MAYYIL G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹29,660
Yes
24 Sept 2026
15 Sept 2026
24 Sept 2026
15 Sept 2026
22 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building Construction | |||||
| 1.001 | 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 | 15.2 | cum | - | - |
| 1.002 | OD29599/2026-2027:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges | 21.4 | 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) | 0.08 | 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) | 1.05 | 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). | 1.2 | cum | - | - |
| 1.006 | 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 | 136.4 | kilogram | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 6.8 | sqm | - | - |
| 1.008 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.66 | cum | - | - |
| 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 | 9.36 | sqm | - | - |
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