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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.6 LAccepted-Finance | ₹17.6 L | 1 | Accepted-Finance L1 |
| 2 | 2₹19.5 LRejected-Finance N M 3 638 VP BUILDING | ₹19.5 L | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical PANOLAN NELLIKUNNI MELE KOOTTAMPARA AMARAMBALAM 679332 | AMARAMBALAM | MALAPPURAM | KERALA | 679332 | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | ALAVI P L3 | Nilambur Taluk Labour Contract Co-operative Society Limited L5 | c.yoosuf L4 | SHINE V L L7 | SUNIL KUMAR L2 | MILITARIZE CONSTRUCTION L1 | SHANAVAS P T L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Building Construction | ||||||||||
| 1.00 | 2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | 8 | each | 439.04 ₹3,512.32 | 465.95 ₹3,727.60 | 458.9 ₹3,671.20 | 467.87 ₹3,742.96 | 436.1 ₹3,488.80 | 419.91 ₹3,359.28 | 466.61 ₹3,732.88 |
| 1.00 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth | 8 | each | 1,956.32 ₹15,650.56 | 2,076.24 ₹16,609.92 | 2,044.7 ₹16,357.60 | 2,084.81 ₹16,678.48 | 1,943.24 ₹15,545.92 | 1,871.1 ₹14,968.80 | 2,079.18 ₹16,633.44 |
| 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 | 38.22 | cum | 286.73 ₹10,958.82 | 304.3 ₹11,630.35 | 299.7 ₹11,454.53 | 305.56 ₹11,678.50 | 284.81 ₹10,885.44 | 274.24 ₹10,481.45 | 304.74 ₹11,647.16 |
| 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) | 7.51 | cum | 6,323.23 ₹47,474.81 | 6,710.87 ₹50,385.21 | 6,608.9 ₹49,619.62 | 6,738.56 ₹50,593.11 | 6,280.97 ₹47,157.52 | 6,047.8 ₹45,406.88 | 6,720.35 ₹50,456.39 |
| 1.00 | 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) | 22.55 | cum | 8,360.5 ₹1.9 L | 8,873 ₹2.0 L | 8,738.2 ₹2.0 L | 8,909.64 ₹2.0 L | 8,304.62 ₹1.9 L | 7,996.33 ₹1.8 L | 8,885.56 ₹2.0 L |
| 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 | 190.88 | sqm | 307.8 ₹58,752.86 | 326.66 ₹62,352.86 | 321.7 ₹61,406.10 | 328.02 ₹62,612.46 | 305.74 ₹58,359.65 | 294.39 ₹56,193.16 | 327.13 ₹62,442.57 |
| 1.01 | OD337342/2025-2026: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 | 34.64 | cum | 3,183.15 ₹1.1 L | 3,378.29 ₹1.2 L | 3,326.9 ₹1.2 L | 3,392.23 ₹1.2 L | 3,161.88 ₹1.1 L | 3,044.5 ₹1.1 L | 3,383.06 ₹1.2 L |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.63 | cum | 10,180.59 ₹36,925 | 10,804.7 ₹39,188.65 | 10,640.5 ₹38,593.09 | 10,849.28 ₹39,350.34 | 10,112.54 ₹36,678.18 | 9,737.14 ₹35,316.61 | 10,819.95 ₹39,243.96 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 132.83 | sqm | 608.08 ₹80,773.09 | 645.36 ₹85,725.10 | 635.6 ₹84,428.65 | 648.03 ₹86,079.77 | 604.02 ₹80,233.79 | 581.6 ₹77,255.67 | 646.27 ₹85,845.98 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
7 Nov 2025, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
GENERAL-CSR Fund - Wayanad HPC -Construction of Building for vallamthodu Anganwadi No.35 - chaliyar-Construction of Building for vallamthodu Anganwadi No.35 - chaliyar-General Civil Work
2025_LSGD_816852_15
DB1/TN/AEE/42/25-26
Open Tender
Civil Works - Buildings
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹50,000
Yes
19 Feb 2026
30 Oct 2025
10 Nov 2025
30 Oct 2025
7 Nov 2025
30 Oct 2025
Work Name:GENERAL-CSR Fund - Wayanad HPC -Construction of Building for vallamthodu Anganwadi No.35 - chaliyar-Construction of Building for vallamthodu Anganwadi No.35 - chaliyar-General Civil Work
two level including all cost of materials, labour charges [email protected]:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)è50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. completekg7OD346962/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimum to avoid scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/
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