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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC | ₹8.4 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical CHOCHUPARAMBIL ERATTUPETTA | IDUKKI | KERALA | 685501 | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SHAHUL HAMEED L4 | ASMAL KALAPPADAN L2 | NIYAS PERAPURATH KEEZHUVEETTIL L3 | MOHAMMED SHIBIL PM L1 |
|---|---|---|---|---|---|---|---|
| 1.00Side protection works | |||||||
| 1.00 | 2.6.1: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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 33.95 | cum | 236.63 ₹8,033.12 | 223.97 ₹7,603.33 | 236.63 ₹8,033.12 | 205.39 ₹6,972.58 |
| 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 | 16.41 | cum | 330.41 ₹5,423.35 | 312.73 ₹5,133.15 | 330.41 ₹5,423.35 | 286.8 ₹4,707.54 |
| 1.00 | OD302345/2025-2026: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 | 50.93 | cum | 3,668.07 ₹1.9 L | 3,471.83 ₹1.8 L | 3,545 ₹1.8 L | 3,183.88 ₹1.6 L |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.21 | cum | 9,152.05 ₹20,262.64 | 8,662.42 ₹19,178.60 | 9,152.05 ₹20,262.64 | 7,943.98 ₹17,587.97 |
| 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) | 4.17 | cum | 8,483.41 ₹35,392.79 | 8,029.55 ₹33,499.28 | 8,150.5 ₹34,003.89 | 7,363.6 ₹30,720.94 |
| 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 | 132.84 | kilogram | 103.26 ₹13,717.06 | 97.74 ₹12,983.78 | 102 ₹13,549.68 | 89.63 ₹11,906.45 |
| 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 | 28.92 | sqm | 354.69 ₹10,257.63 | 335.71 ₹9,708.73 | 354.69 ₹10,257.63 | 307.87 ₹8,903.60 |
| 1.01 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 15.41 | cum | 7,489.25 ₹1.2 L | 7,088.58 ₹1.1 L | 7,489.25 ₹1.2 L | 6,500.67 ₹1.0 L |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 114.25 | sqm | 339.63 ₹38,804.09 | 321.46 ₹36,728.09 | 339.63 ₹38,804.09 | 294.8 ₹33,682.08 |
Updated dates
Tender Value
₹9.7 L
EMD Value
₹24,251
Closing Date
1 Nov 2025, 3:00 pmClosed
Assistant Engineer MPM BP
Office of the Asst Exe Engineer Malappuram BP
Annual Plan-2025-26- Malappuram BP Vayojana Park in Kodur GP-Proj. No. 60/2025-26-General Civil Work
2025_LSGD_809216_1
04/AEE/LSGD/MPM/TN/2025-26
Open Tender
Civil Works - Buildings
300 days
Malappuram BP
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,140
Yes
₹24,251
Yes
12 Jan 2026
13 Oct 2025
3 Nov 2025
13 Oct 2025
1 Nov 2025
13 Oct 2025
Amount
Side protection works
2.6.1: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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
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
OD302345/2025-2026: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
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
16.68:Providing and laying 60 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 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
50.10.2: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. complete
OD305438/2025-2026: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/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required.
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD257757/2025-2026:providing and fixing Granite of any colour and shade for name board of required size over base of cement mortar 1:4 including all charges etc. complete,including lettering and fixing
ASMAL KALAPPADAN (BID ID -2420822)
NIYAS PERAPURATH KEEZHUVEETTIL (BID ID -2413592)
SHAHUL HAMEED (BID ID -2413674)
Bidder Name
SHAHUL HAMEED
MOHAMMED SHIBIL PM
NIYAS PERAPURATH KEEZHUVEETTIL
ASMAL KALAPPADAN
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