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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₹6.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.8 L+₹27,340.04 (4.17%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.9 L+₹29,993.63 (4.58%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.1 L+₹55,531.25 (8.47%)Admitted-Fee/PreQual/Technical/Finance THALAPPIL VETTOM PO TRIPRANGODE GRAMA PANCHAYATH KERALA | ALAPPUZHA | KERALA | 686534 | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹7.7 L+₹1.2 L (18.1%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | T. BALAN L4 | MUKUNDAN P. L2 | mohammed shakeel L3 | DIVYARAJ V L1 | P V MOHAMMED SALEEM L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Completion works | ||||||||
| 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 | 21.7 | cum | 292.08 ₹6,338.14 | 280.52 ₹6,087.28 | 281.61 ₹6,110.94 | 269.28 ₹5,843.38 Lowest | 318 ₹6,900.6 |
| 1.00 | OD227877/2026-2027: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 | 21.7 | cum | 3,242.57 ₹70,363.77 | 3,114.19 ₹67,577.92 | 3,126.3 ₹67,840.71 | 2,989.48 ₹64,871.72 Lowest | 3,539 ₹76,796.3 |
| 1.00 | OD227880/2026-2027:Random rubble masonry with hard stone in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand) up to plinth level | 15.5 | cum | 6,123.65 ₹94,916.58 | 5,881.2 ₹91,158.6 | 5,904.06 ₹91,512.93 | 5,645.68 ₹87,508.04 Lowest | 6,684 ₹1,03,602 |
| 1.00 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 15.94 | cum | 6,145.48 ₹97,934.37 | 5,902.17 ₹94,056.98 | 5,925.11 ₹94,422.55 | 5,665.81 ₹90,290.35 Lowest | 6,707 ₹1,06,882.75 |
| 1.00 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 171.76 | sqm | 287.12 ₹49,315.73 | 275.76 ₹47,364.54 | 276.83 ₹47,548.32 | 264.71 ₹45,466.59 Lowest | 312 ₹53,589.12 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 39.68 | cum | 361.9 ₹14,360.19 | 347.58 ₹13,791.97 | 348.93 ₹13,845.54 | 333.66 ₹13,239.63 Lowest | 394 ₹15,633.92 |
| 1.01 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 24.22 | cum | 2,708.66 ₹65,603.75 | 2,599.37 ₹62,956.74 | 2,609.47 ₹63,201.36 | 2,495.27 ₹60,435.44 Lowest | 2,953 ₹71,521.66 |
| 1.01 | OD227921/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M
- 30 grade made by block making machine with strong vibratory compaction, of approved size,
design & shape, laid in required colour and pattern over and including 80 mm thick
compacted bed of 6mm stone aggregate , filling the joints with fine sand etc. all complete as per
the
direction of Engineer-in-charge. | 242.2 | sqm | 1,022.84 ₹2,47,731.85 | 982.34 ₹2,37,922.75 | 986.16 ₹2,38,847.95 | 943 ₹2,28,394.6 Lowest | 1,110 ₹2,68,842 |
| 1.01 | 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) | 3.52 | cum | 7,499.33 ₹26,397.64 | 7,202.42 ₹25,352.52 | 7,230.41 ₹25,451.04 | 6,913.98 ₹24,337.21 Lowest | 8,186 ₹28,814.72 |
Tender Value
₹8.0 L
EMD Value
₹20,102
Closing Date
2 Nov 2026, 6:55 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
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 520-27 -COMPLETION OF PUTHIYA KADAPPURAM FISHING LAND CENTER - NIRAMARUTHUR GP-General Civil Work
2026_LSGD_881836_13
DB1/TN/AEE/24/26-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,775
₹20,102
Yes
5 Nov 2026
26 Oct 2026
4 Nov 2026
26 Oct 2026
2 Nov 2026
26 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Completion works | |||||
| 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 | 21.7 | cum | - | - |
| 1.002 | OD227877/2026-2027: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 | 21.7 | cum | - | - |
| 1.003 | OD227880/2026-2027:Random rubble masonry with hard stone in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand) up to plinth level | 15.5 | cum | - | - |
| 1.004 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 15.94 | cum | - | - |
| 1.005 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 171.76 | sqm | - | - |
| 1.006 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 39.68 | cum | - | - |
| 1.007 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 24.22 | cum | - | - |
| 1.008 | OD227921/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M
- 30 grade made by block making machine with strong vibratory compaction, of approved size,
design & shape, laid in required colour and pattern over and including 80 mm thick
compacted bed of 6mm stone aggregate , filling the joints with fine sand etc. all complete as per
the
direction of Engineer-in-charge. | 242.2 | sqm | - | - |
| 1.009 | 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) | 3.52 | cum | - | - |
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