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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.9 LAccepted-AOC MACHINGAL HOUSE KUTTILANGADI P O MALAPPURAM 676506 | KUTTILANGADI | MALAPPURAM | KERALA | 676506 | ₹7.9 L | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/022/26-27 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | FYSAL P L2 | Shadil Machingal L1 | Binoy mon P K L3 |
|---|---|---|---|---|---|---|
| 1.00WATER TANK CONSTRUCTION | ||||||
| 1.00 | OD379844/2025-2026:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials usefulfor reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m | 10.54 | cum | 677 ₹7,135.58 | 647.09 ₹6,820.33 Lowest | 695.8 ₹7,333.73 |
| 1.00 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 12.96 | sqm | 152.4 ₹1,975.1 | 145.67 ₹1,887.88 Lowest | 156.63 ₹2,029.92 |
| 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 | 54.4 | cum | 462.8 ₹25,176.32 | 442.37 ₹24,064.93 Lowest | 475.67 ₹25,876.45 |
| 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 | 8.79 | cum | 321.5 ₹2,825.34 | 307.28 ₹2,700.38 Lowest | 330.41 ₹2,903.64 |
| 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) | 0.68 | cum | 7,089.8 ₹4,792.7 | 6,776.45 ₹4,580.88 Lowest | 7,286.51 ₹4,925.68 |
| 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 | 6 | sqm | 345.1 ₹2,070.6 | 329.86 ₹1,979.16 Lowest | 354.69 ₹2,128.14 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 43.2 | sqm | 681.8 ₹29,453.76 | 651.67 ₹28,152.14 Lowest | 700.72 ₹30,271.1 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 24.96 | sqm | 901.4 ₹22,498.94 | 861.52 ₹21,503.54 Lowest | 926.37 ₹23,122.2 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 14 | sqm | 859.1 ₹12,027.4 | 821.12 ₹11,495.68 Lowest | 882.92 ₹12,360.88 |
Tender Value
₹8.5 L
EMD Value
₹21,139
Closing Date
13 Mar 2026, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2025-26), Project No 1403-26 -Renovation and reconstruction of tank for Navarikkunn Drinking water supply scheme at Pulikkal-General Civil Work
2026_LSGD_844316_9
DB1/TN/AEE/62/25-26
Open Tender
Civil Works - Water Works
Item Rate
180 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,006
₹21,139
Yes
1 Aug 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1WATER TANK CONSTRUCTION | |||||
| 1.001 | OD379844/2025-2026:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials usefulfor reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m | 1 | cum | - | - |
| 1.002 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | - | sqm | - | - |
| 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 | 1 | 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 | - | 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) | - | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
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