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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹9.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.8 L+₹380.81 (0.04%)Admitted-Fee/PreQual/Technical/Finance | ₹9.8 L+₹380.81 (0.04%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.9 L+₹10,338.74 (1.05%)Admitted-Fee/PreQual/Technical/Finance | ₹9.9 L+₹10,338.74 (1.05%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹11.4 L+₹1.6 L (16.4%)Admitted-Fee/PreQual/Technical/Finance | ₹11.4 L+₹1.6 L (16.4%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Muhammed Shafi vemmully L1 | MUHAMMED SAMEER L2 | P. SHIHABUDHEEN L3 | NOUFEL L4 |
|---|---|---|---|---|---|---|---|
| 1.001- Side Protection and Footpath Concreting | |||||||
| 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 | 58.41 | cum | 255.74 ₹14,937.77 Lowest | 255.84 ₹14,943.61 | 258.43 ₹15,094.9 | 297.7 ₹17,388.66 |
| 1.00 | OD131958/2026-2027: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 | 222.61 | cum | 2,839.09 ₹6,32,009.82 Lowest | 2,840.19 ₹6,32,254.7 | 2,868.94 ₹6,38,654.73 | 3,304.93 ₹7,35,710.47 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 40.95 | sqm | 274.53 ₹11,242 Lowest | 274.64 ₹11,246.51 | 277.42 ₹11,360.35 | 319.58 ₹13,086.8 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 19.61 | cum | 6,566.16 ₹1,28,795.23 Lowest | 6,568.7 ₹1,28,845.05 | 6,635.21 ₹1,30,149.64 | 7,643.27 ₹1,49,922.74 |
| 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) | 1.35 | cum | 5,639.76 ₹7,613.68 Lowest | 5,641.94 ₹7,616.62 | 5,699.07 ₹7,693.74 | 6,565.15 ₹8,862.95 |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 36 | sqm | 596.9 ₹21,488.4 Lowest | 597.13 ₹21,496.68 | 603.18 ₹21,714.48 | 694.84 ₹25,014.24 |
| 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) | 23.4 | cum | 5,946.65 ₹1,39,151.61 Lowest | 5,948.95 ₹1,39,205.43 | 6,009.19 ₹1,40,615.05 | 6,922.39 ₹1,61,983.93 |
| 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 | 234 | kilogram | 79.92 ₹18,701.28 Lowest | 79.95 ₹18,708.3 | 80.76 ₹18,897.84 | 93.04 ₹21,771.36 |
| 1.01 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 75 | sqm | 25.09 ₹1,881.75 Lowest | 25.1 ₹1,882.5 | 25.35 ₹1,901.25 | 29.2 ₹2,190 |
Tender Value
₹12.7 L
EMD Value
₹31,759
Closing Date
14 Sept 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 (2026-27), Project No 171-27 -Development of Mambara kunn SC nagar at Melattur-General Civil Work
2026_LSGD_867166_11
DB1/TN/AEE/16/26-27
Open Tender
Civil Works - Others
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹31,759
Yes
17 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11- Side Protection and Footpath Concreting | |||||
| 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 | 58.41 | cum | - | - |
| 1.002 | OD131958/2026-2027: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 | 222.61 | cum | - | - |
| 1.003 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 40.95 | sqm | - | - |
| 1.004 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 19.62 | 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) | 1.35 | cum | - | - |
| 1.006 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 36 | sqm | - | - |
| 1.007 | 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) | 23.4 | cum | - | - |
| 1.008 | 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 | 234 | kilogram | - | - |
| 1.009 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 75 | sqm | - | - |
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