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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹22.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹23.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹23.7 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹24.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹24.1 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹24.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹24.4 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹24.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹24.9 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Puthukkoth Hamza L6 | ABDUL SALEEM M L8 | ABDUSSALEEM M L3 | SAHLA M.P. L2 | RASAL SALEEM L1 | SURESH.S L4 | Bimal EN L5 | ARUN GOPAL L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00New Building 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 | 34.4 | cum | 230 ₹7,912 | 227.8 ₹7,836.32 | 230 ₹7,912 | 144.6 ₹4,974.24 Lowest | 196.4 ₹6,756.16 | 200 ₹6,880 | 190 ₹6,536 | 224 ₹7,705.6 |
| 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 | 71.08 | cum | 300 ₹21,324 | 318.09 ₹22,609.84 | 330 ₹23,456.4 | 191.1 ₹13,583.39 Lowest | 274.2 ₹19,490.14 | 300 ₹21,324 | 330 ₹23,456.4 | 313 ₹22,248.04 |
| 1.00 | OD294795/2025-2026:DRY Rubble Masonry _ Dry Rubble with out concrete levelling course masonry with good
quality blased rubble including packing to compactness to lines and levels cost and conveyance
of all materials direction of departmental officer at site | 12.56 | cum | 3,200 ₹40,179.2 | 3,531.18 ₹44,337.5 | 3,202 ₹40,204.31 | 4,669 ₹58,623.96 | 3,171.1 ₹39,816.33 | 3,300 ₹41,434.8 | 3,000 ₹37,668 Lowest | 3,484 ₹43,745.1 |
| 1.00 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 3.7 | cum | 7,250 ₹26,825 | 7,049.96 ₹26,084.85 | 6,321.31 ₹23,388.85 | 7,236.1 ₹26,773.57 | 6,077.2 ₹22,485.64 | 6,500 ₹24,050 | 5,000 ₹18,500 Lowest | 6,956 ₹25,737.2 |
| 1.00 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 32.17 | cum | 8,100 ₹2,60,568.9 | 7,990.19 ₹2,57,036.42 | 7,356 ₹2,36,635.16 | 8,348.4 ₹2,68,559.68 | 6,887.6 ₹2,21,567.2 Lowest | 7,500 ₹2,41,267.5 | 7,500 ₹2,41,267.5 | 7,884 ₹2,53,620.4 |
| 1.01 | 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) | 7.61 | cum | 7,100 ₹53,995.5 | 7,014.72 ₹53,346.95 | 6,289.71 ₹47,833.24 | 6,307.4 ₹47,967.78 | 6,046.8 ₹45,985.91 Lowest | 6,500 ₹49,432.5 | 7,286 ₹55,410.03 | 6,921 ₹52,634.21 |
| 1.01 | 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) | 21.56 | cum | 9,300 ₹2,00,526.6 | 9,274.78 ₹1,99,982.81 | 8,602 ₹1,85,476.32 | 8,339.6 ₹1,79,818.46 | 7,995 ₹1,72,388.19 Lowest | 8,500 ₹1,83,277 | 9,634 ₹2,07,728.31 | 9,152 ₹1,97,335.42 |
| 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) | 6.64 | cum | 10,500 ₹69,678 | 11,293.91 ₹74,946.39 | 10,126.63 ₹67,200.32 | 10,155.1 ₹67,389.24 | 9,735.5 ₹64,604.78 Lowest | 10,000 ₹66,360 | 11,731 ₹77,846.92 | 11,144 ₹73,951.58 |
| 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 | 3,603.43 | kilogram | 95 ₹3,42,325.47 | 99.31 ₹3,57,856.24 | 102.1 ₹3,67,909.79 | 89.39 ₹3,22,110.25 | 85.7 ₹3,08,813.61 Lowest | 95 ₹3,42,325.47 | 103.26 ₹3,72,089.77 | 97 ₹3,49,532.32 |
Tender Value
₹27.2 L
EMD Value
₹50,000
Closing Date
23 Jul 2026, 3:00 pmClosed
ASSISTANT ENGINEER
LID AND EW KODUVALLY BLOCK PANCHAYATH
PLEASE REFER TENDER DOCUMENTS
2026_LSGD_860753_1
03/AE/KDLY/BP/2026-27
Open Tender
Civil Works - Buildings
Item Rate
240 days
KODUVALLY
PLEASE REFER TENDER DOCUMENTS
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
24 Jul 2026
16 Jul 2026
24 Jul 2026
16 Jul 2026
23 Jul 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1New Building 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 | 1 | 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 | 1 | cum | - | - |
| 1.003 | OD294795/2025-2026:DRY Rubble Masonry _ Dry Rubble with out concrete levelling course masonry with good
quality blased rubble including packing to compactness to lines and levels cost and conveyance
of all materials direction of departmental officer at site | 1 | cum | - | - |
| 1.004 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | - | cum | - | - |
| 1.005 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 1 | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | 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 | - | - |
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