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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.7 L+₹1,082.98 (0.14%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹8.1 L+₹39,630.47 (5.15%)Admitted-Fee/PreQual/Technical/Finance KANARAN S O 40 YEARS CHENIKANDITHAZHA MEPPAYUR P O KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | C ABDUL RAOUF L1 | ANEESH K L3 | KAIRALI LABOUR CONTRACT CO-OPERATIVE SOCIETY L2 |
|---|---|---|---|---|---|---|
| 1.00Compound wall 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 | 64.86 | cum | 236.63 ₹15,347.82 Lowest | 248.46 ₹16,115.12 | 236.63 ₹15,347.82 Lowest |
| 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 | 16.92 | cum | 330 ₹5,583.6 Lowest | 346.93 ₹5,870.06 | 330.41 ₹5,590.54 |
| 1.00 | OD25600/2026-2027: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 | 79.92 | cum | 3,667 ₹2,93,070.31 Lowest | 3,851.47 ₹3,07,813.33 | 3,668.24 ₹2,93,169.41 |
| 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 | 15.96 | sqm | 354.69 ₹5,660.85 Lowest | 372.42 ₹5,943.82 | 354.69 ₹5,660.85 Lowest |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 35.1 | sqm | 926.37 ₹32,515.59 Lowest | 972.68 ₹34,141.07 | 926.37 ₹32,515.59 Lowest |
| 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 | 1,784.12 | kilogram | 103.27 ₹1,84,245.56 | 108.42 ₹1,93,433.75 | 103.26 ₹1,84,227.71 Lowest |
| 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) | 11.51 | cum | 9,152.05 ₹1,05,330.94 | 9,609.65 ₹1,10,597.46 | 9,152.01 ₹1,05,330.48 Lowest |
| 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) | 3.15 | cum | 11,731.47 ₹36,954.13 Lowest | 12,318.06 ₹38,801.89 | 11,731.48 ₹36,954.16 |
| 1.01 | 7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | 7.92 | cum | 9,405 ₹74,515.82 Lowest | 10,008.78 ₹79,299.56 | 9,530.54 ₹75,510.47 |
Tender Value
₹7.7 L
EMD Value
₹19,277
Closing Date
9 Oct 2026, 5:00 pmClosed
Assistant Engineer
Assistant Engineer LID EW Section Meppayur gp
Compound wall construction
2026_LSGD_873895_1
AE/LSGD/MPR/11/2026-27
Open Tender
Civil Works - Others
Item Rate
240 days
MEPPAYUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,700
Yes
₹19,277
Yes
12 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Compound wall 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 | 64.86 | 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 | 16.92 | cum | - | - |
| 1.003 | OD25600/2026-2027: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 | 79.92 | 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 | 15.96 | sqm | - | - |
| 1.005 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 35.1 | sqm | - | - |
| 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 | 1,784.12 | kilogram | - | - |
| 1.007 | 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) | 11.51 | cum | - | - |
| 1.008 | 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) | 3.15 | cum | - | - |
| 1.009 | 7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | 7.92 | cum | - | - |
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