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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.6 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | L2₹53.1 L+₹50,562.78 (0.96%)Rejected-Finance | L2 | Rejected-Finance 2nd Lowet | |
| 3 | L3₹53.1 L+₹55,640.61 (1.06%)Rejected-Finance ERNAKULAM | KERALA | 680667 | L3 | Rejected-Finance 3rd Lowest | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | SHAJAHAN.P.K L12 | Joby Abraham L4 | SAJAN J VAYALIL L9 | Njattumkalayil Construction Company L13 | P K MUHAMMED L8 | K M ASSI L1 | JOSE VARGHESE L5 | S AND S CONSTRUCTION L2 | MANOJ K V (VLM ASSOCIATES) L10 | NTFEB ENGINEERS AND CONTRACTORS L11 | PAREETH PERUMAKUDY L6 | NAVAS KM L7 | SREERAM K NANDAN L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Building Constructions | ||||||||||||||||
| 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 | 150.73 | cum | 342 ₹51,548.63 | 211 ₹31,803.4 Lowest | 340.8 ₹51,367.57 | 359.5 ₹54,186.36 | 330.87 ₹49,871.04 | 250 ₹37,681.75 | 323.75 ₹48,797.87 | 312.95 ₹47,170.01 | 341 ₹51,397.91 | 350 ₹52,754.45 | 324.11 ₹48,852.13 | 330.94 ₹49,881.59 | 300 ₹45,218.1 |
| 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) | 27.27 | cum | 7,640 ₹2,08,381 | 7,500 ₹2,04,562.5 | 7,515.62 ₹2,04,988.54 | 7,932.5 ₹2,16,358.94 | 7,296.67 ₹1,99,016.67 | 6,000 ₹1,63,650 Lowest | 7,139.6 ₹1,94,732.59 | 6,901.61 ₹1,88,241.41 | 7,520 ₹2,05,108 | 8,200 ₹2,23,655 | 7,147.53 ₹1,94,948.88 | 7,298.26 ₹1,99,060.04 | 6,500 ₹1,77,287.5 |
| 1.00 | OD80284/2026-2027: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 | 7.7 | cum | 4,058 ₹31,246.6 | 3,500 ₹26,950 | 3,782.97 ₹29,128.86 | 3,993 ₹30,746.1 | 3,673.18 ₹28,283.49 | 3,500 ₹26,950 | 3,594.11 ₹27,674.65 | 3,474.31 ₹26,752.19 | 3,259 ₹25,094.3 | 620 ₹4,774 Lowest | 3,598.11 ₹27,705.45 | 3,673.98 ₹28,289.65 | 3,500 ₹26,950 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.16 | cum | 8,869 ₹10,270.3 | 8,500 ₹9,843 | 8,118.4 ₹9,401.11 | 8,569 ₹9,922.9 | 7,881.89 ₹9,127.23 | 7,000 ₹8,106 Lowest | 7,712.23 ₹8,930.76 | 7,455.15 ₹8,633.06 | 8,124 ₹9,407.59 | 8,450 ₹9,785.1 | 7,720.8 ₹8,940.69 | 7,883.61 ₹9,129.22 | 8,500 ₹9,843 |
| 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 | 259.19 | sqm | 424.77 ₹1,10,094.01 | 325 ₹84,235.13 | 365.85 ₹94,822.31 | 386 ₹1,00,045.41 | 355.19 ₹92,059.92 | 300 ₹77,755.5 | 347.54 ₹90,077.15 | 335.95 ₹87,073.2 | 366 ₹94,861.71 | 445 ₹1,15,337.33 | 347.93 ₹90,178.24 | 355.27 ₹92,080.65 | 250 ₹64,796.25 Lowest |
| 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) | 49.36 | cum | 10,162 ₹5,01,586.16 | 9,500 ₹4,68,910.5 | 9,937.06 ₹4,90,483.38 | 10,488.5 ₹5,17,701.87 | 9,647.57 ₹4,76,194.41 | 9,000 ₹4,44,231 Lowest | 9,439.89 ₹4,65,943.53 | 9,125.23 ₹4,50,412.23 | 9,943 ₹4,90,776.54 | 9,650 ₹4,76,314.35 | 9,450.38 ₹4,66,461.31 | 9,649.67 ₹4,76,298.06 | 9,300 ₹4,59,038.7 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 150.73 | cum | 321 ₹48,383.37 | 250 ₹37,681.75 | 301.72 ₹45,477.12 | 318 ₹47,931.19 | 292.93 ₹44,152.46 | 150 ₹22,609.05 Lowest | 286.62 ₹43,201.37 | 277.06 ₹41,760.42 | 302 ₹45,519.55 | 650 ₹97,972.55 | 286.94 ₹43,249.61 | 292.99 ₹44,161.5 | 300 ₹45,218.1 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 34.93 | cum | 758 ₹26,475.42 | 700 ₹24,449.6 | 691.02 ₹24,136.09 | 729 ₹25,462.51 | 670.89 ₹23,432.85 | 600 ₹20,956.8 Lowest | 656.45 ₹22,928.49 | 634.56 ₹22,163.91 | 691 ₹24,135.25 | 2,100 ₹73,348.8 | 657.18 ₹22,953.98 | 671.04 ₹23,438.09 | 650 ₹22,703.2 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 202.92 | sqm | 968 ₹1,96,426.56 | 1,000 ₹2,02,920 | 955.5 ₹1,93,890.11 | 1,008.5 ₹2,04,644.82 | 927.66 ₹1,88,240.77 | 600 ₹1,21,752 | 907.7 ₹1,84,190.48 | 877.43 ₹1,78,048.1 | 956 ₹1,93,991.52 | 457 ₹92,734.44 Lowest | 908.7 ₹1,84,393.4 | 927.87 ₹1,88,283.38 | 710 ₹1,44,073.2 |
Tender Value
₹61.0 L
EMD Value
₹50,000
Closing Date
22 Aug 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
Refer Tender Document
2026_LSGD_864949_1
ET20/MLA-ADS/EE/LSGD/26-27
Open Tender
Civil Works - Others
Item Rate
365 days
KAKKANAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
29 Oct 2026
11 Aug 2026
24 Aug 2026
11 Aug 2026
22 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building Constructions | |||||
| 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 | 0.8 | 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 | OD80284/2026-2027: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 | - | cum | - | - |
| 1.004 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 0.8 | cum | - | - |
| 1.008 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 1 | cum | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
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