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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC ADUKKATTU HOUSE THIMIRI PO | KERALA | ₹15.9 L | L1 | Accepted-AOC 1ST LOWEST |
| 2 | Rejected-Technical | - | - | Rejected-Technical 3RD LOWEST |
| 3 | Rejected-Technical | - | - | Rejected-Technical 2ND LOWEST |
| Sl No | Description | Qty | Unit | A K REJEESH L1 | KUNHIRAMAN ADUKKADAN L3 | LAKSHMANAN P L2 |
|---|---|---|---|---|---|---|
| 1.00Check dam | ||||||
| 1.00 | OD359046/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work.etc.complete.(Data for 10m) (Same as Item
No.60.1.2) | 22 | metre | 1,263.69 ₹27,801.18 Lowest | 1,344.21 ₹29,572.62 | 1,266.25 ₹27,857.5 |
| 1.00 | OD359052/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including
conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc
complete Same as item No.60.2.2 | 40 | hour | 400.73 ₹16,029.2 Lowest | 426.26 ₹17,050.4 | 401.54 ₹16,061.6 |
| 1.00 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 97.94 | cum | 401.29 ₹39,303.95 Lowest | 426.86 ₹41,808.38 | 455.31 ₹44,594.88 |
| 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 | 43.56 | cum | 315.63 ₹13,748.84 Lowest | 335.74 ₹14,624.83 | 316.27 ₹13,776.72 |
| 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) | 16.1 | cum | 6,960.53 ₹1,12,092.38 Lowest | 7,404.03 ₹1,19,234.5 | 6,974.6 ₹1,12,318.96 |
| 1.01 | 4.1.6: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 40 mm nominal size derived from natural sources) | 73.01 | cum | 7,487.9 ₹5,46,676.6 | 7,965 ₹5,81,508.72 | 7,354.13 ₹5,36,910.32 Lowest |
| 1.01 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 139.52 | sqm | 884.93 ₹1,23,465.43 Lowest | 941.31 ₹1,31,331.57 | 886.71 ₹1,23,713.78 |
| 1.01 | 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) | 52.42 | cum | 7,708.82 ₹4,04,065.51 | 8,200 ₹4,29,811.2 | 7,533.98 ₹3,94,901.1 Lowest |
| 1.01 | 4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.76 | cum | 9,288.98 ₹72,119.64 Lowest | 9,880.84 ₹76,714.84 | 10,336.38 ₹80,251.65 |
Tender Value
₹16.9 L
EMD Value
₹42,360
Closing Date
11 Feb 2026, 6:00 pmClosed
Assistant Engineer
LIDEW Section Eramam Kuttur Gramapanchayath
Prjno158/25-26 CONCRUCTION OF CHECK DAM NEAR TO ERAMAM KADAYAKKARA MOSQUE
2026_LSGD_832717_6
187/25-26
Open Tender
Civil Works - Water Works
Item Rate
180 days
mathamangalam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,360
Yes
19 Sept 2026
3 Feb 2026
13 Feb 2026
3 Feb 2026
11 Feb 2026
3 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Check dam | |||||
| 1.001 | OD359046/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m
bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work.etc.complete.(Data for 10m) (Same as Item
No.60.1.2) | 22 | metre | - | - |
| 1.002 | OD359052/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including
conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc
complete Same as item No.60.2.2 | 40 | hour | - | - |
| 1.003 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 97.94 | cum | - | - |
| 1.004 | 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 | 43.56 | cum | - | - |
| 1.005 | 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) | 16.1 | cum | - | - |
| 1.006 | 4.1.6: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 40 mm nominal size derived from natural sources) | 73.01 | cum | - | - |
| 1.007 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 139.52 | sqm | - | - |
| 1.008 | 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) | 52.42 | cum | - | - |
| 1.009 | 4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.76 | cum | - | - |
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