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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.4 LAccepted-AOC | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/067/25-26 | |
| 2 | 2₹5.5 L+₹13,018 (2.42%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical PATTARKADAVAN HOUSE KODUR MALAPPURAM 676504 | MALAPPURAM | KERALA | 676504 | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | O.K JAMSHEER L1 | SAIFULLAH P K L4 | MOHAMMED FASIL N L2 | DEVANANDAN L3 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of Shed | |||||||
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 10.8 | cum | 198 ₹2,138.4 Lowest | 214.72 ₹2,318.98 | 203.52 ₹2,198.02 | 214.08 ₹2,312.06 |
| 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 | 10.3 | cum | 275 ₹2,831.4 Lowest | 297.94 ₹3,067.59 | 282.4 ₹2,907.59 | 297.05 ₹3,058.43 |
| 1.00 | OD509866/2024-2025: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 | 10.3 | cum | 3,246 ₹33,420.82 Lowest | 3,502.82 ₹36,065.03 | 3,320.13 ₹34,184.06 | 3,492.28 ₹35,956.51 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 3.7 | cum | 6,698 ₹24,775.9 Lowest | 7,228.17 ₹26,737 | 6,851.17 ₹25,342.48 | 7,206.42 ₹26,656.55 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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. | 8.15 | cum | 240 ₹1,957.2 Lowest | 259.4 ₹2,115.41 | 245.87 ₹2,005.07 | 258.62 ₹2,109.05 |
| 1.01 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 13.24 | cum | 7,364 ₹97,499.36 Lowest | 7,944.82 ₹1,05,189.42 | 7,530.45 ₹99,703.16 | 7,920.92 ₹1,04,872.98 |
| 1.01 | 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 | 163.2 | kg | 141 ₹23,011.2 Lowest | 152.84 ₹24,943.49 | 144.87 ₹23,642.78 | 152.38 ₹24,868.42 |
| 1.01 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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 | 265.81 | kg | 176 ₹46,781.68 Lowest | 190.51 ₹50,638.51 | 180.57 ₹47,996.41 | 189.93 ₹50,484.34 |
| 1.01 | OD509910/2024-2025:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness 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 scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 64.89 | sqm | 522 ₹33,872.58 Lowest | 563.8 ₹36,584.98 | 534.4 ₹34,677.22 | 562.11 ₹36,475.32 |
Tender Value
₹5.8 L
EMD Value
₹14,565
Closing Date
28 May 2025, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGIEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2024-25), Project No 1539-25 -Construction Of Shed For Parking Of Vehicle Of Mobile Soil Testing Laboratory - Malappuram Muni.-General Civil Work (Retender)
2025_LSGD_765536_10
DB1/TN/AEE/09/25-26
Open Tender
Civil Works - Buildings
Item Rate
300 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,416
₹14,565
Yes
19 Sept 2025
21 May 2025
30 May 2025
21 May 2025
28 May 2025
21 May 2025
Amount
Construction of Shed
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.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
OD509866/2024-2025: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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
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
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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
OD509910/2024-2025:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness 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 scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
OD514676/2024-2025:Providing and fixing 150 mm wide, square cut PVC4kgf/cm2 rain water gutter pipe with iron brackets with 25x5 mm size flat, screws ad washers etc., including making necessary connections with rain water pipes etc. complete
12.41.1:Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.75 mm diameter
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
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 : 8 graded stone aggregate 40 nominal size)
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) : 4 graded stone aggregate 20 mm nominal size)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment
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)
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
OD512608/2024-2025:Providing and fixing Granite of any colour and shade for Name Board of required size laid over base of cement mortar 1:4(1 cement: 4 coarse sand)including all charges etc. complete icluding lettering and fixing
MOHAMMED FASIL N (BID ID -2217058)
DEVANANDAN (BID ID -2217464)
SAIFULLAH P K (BID ID -2217481)
Bidder Name
SAIFULLAH P K
O.K JAMSHEER
DEVANANDAN
MOHAMMED FASIL N
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