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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.6 LAccepted-AOC | 1 | Accepted-AOC EE/LIDEW/MPM/064/25-26 | |
| 2 | 2₹14.8 L+₹17,043 (1.17%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L6 | |
| 4 | Rejected-Technical | - | Rejected-Technical L8 | |
| 5 | Rejected-Technical NIRAMARTHUR GRAMA PANCHAYAT TIRUR 676 109 P O NIRAMARTHUR KERALA | MALAPPURAM | KERALA | 676109 | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Muhammad sharif kuriyedath L3 | O.P. MOHAMMED SHEREEF L1 | AYYAPPAN L2 | SAMEER HYDER M L5 | MUHSIN BIN HUSSAIN L9 | RAMEEZ M FAROOK L7 | UNNIKRISHNAN K L4 | Hussain M L8 | BALAKRISHNAN K L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Anganwadi building | ||||||||||||
| 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 | 29.89 | cum | 276 ₹8,248.81 | 268.39 ₹8,021.37 | 271.53 ₹8,115.22 | 287.42 ₹8,590.12 | 330 ₹9,862.71 | 297.7 ₹8,897.36 | 255 ₹7,621.19 Lowest | 303 ₹9,055.76 | 293.73 ₹8,778.71 |
| 1.00 | OD229756/2024-2025:DRY RUBBLE MASONRY Dry ruble 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 asper direction of Departmental officers at site | 40.27 | cum | 3,000 ₹1,20,795 | 2,979.57 ₹1,19,972.39 | 3,014.42 ₹1,21,375.62 | 3,190.85 ₹1,28,479.58 | 3,668 ₹1,47,692.02 | 3,400 ₹1,36,901 | 2,780 ₹1,11,936.7 Lowest | 3,374 ₹1,35,854.11 | 3,260.91 ₹1,31,300.54 |
| 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) | 10.45 | cum | 6,400 ₹66,880 | 6,225.18 ₹65,053.13 Lowest | 6,297.99 ₹65,814 | 6,666.61 ₹69,666.07 | 7,663 ₹80,078.35 | 6,904.95 ₹72,156.73 | 6,618 ₹69,158.1 | 7,049 ₹73,662.05 | 6,812.98 ₹71,195.64 |
| 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. | 23.7 | cum | 244 ₹5,783.53 | 237.61 ₹5,632.07 | 240.39 ₹5,697.96 | 254.46 ₹6,031.47 | 292 ₹6,921.28 | 263.56 ₹6,247.16 | 200 ₹4,740.6 Lowest | 268 ₹6,352.4 | 260.05 ₹6,163.97 |
| 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) | 2.92 | cum | 8,000 ₹23,392 | 7,825.8 ₹22,882.64 Lowest | 7,917.33 ₹23,150.27 | 8,380.73 ₹24,505.25 | 9,634 ₹28,169.82 | 9,100 ₹26,608.4 | 8,300 ₹24,269.2 | 8,863 ₹25,915.41 | 8,564.74 ₹25,043.3 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 13.95 | sqm | 586 ₹8,174.7 | 569.19 ₹7,940.2 Lowest | 575.85 ₹8,033.11 | 609.56 ₹8,503.36 | 700 ₹9,765 | 631.35 ₹8,807.33 | 603.86 ₹8,423.85 | 644 ₹8,983.8 | 622.94 ₹8,690.01 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 83.84 | sqm | 738 ₹61,873.92 | 717.2 ₹60,130.05 Lowest | 725.58 ₹60,832.63 | 768.05 ₹64,393.31 | 882 ₹73,946.88 | 795.51 ₹66,695.56 | 759 ₹63,634.56 | 811 ₹67,994.24 | 784.92 ₹65,807.69 |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 14.53 | cum | 10,300 ₹1,49,669.3 | 10,029.35 ₹1,45,736.48 Lowest | 10,146.65 ₹1,47,440.97 | 10,740.53 ₹1,56,070.64 | 12,346 ₹1,79,399.73 | 12,050 ₹1,75,098.55 | 10,603 ₹1,54,072.19 | 11,358 ₹1,65,043.1 | 10,976.36 ₹1,59,497.49 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 5.4 | sqm | 775 ₹4,185 | 752.49 ₹4,063.45 Lowest | 761.29 ₹4,110.97 | 805.85 ₹4,351.59 | 926 ₹5,000.4 | 834.66 ₹4,507.16 | 796 ₹4,298.4 | 851 ₹4,595.4 | 823.54 ₹4,447.12 |
Tender Value
₹18.0 L
EMD Value
₹45,019
Closing Date
30 Aug 2025, 6:55 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
LAC-ADS-(2024-25), Tanur LAC, Work Proposed By Hon. MLA Shri. V ABDURAHIMAN (ID 21027) -Construction Of Anganwadi Building No. 56 Of Ponmundam Gram Panchayat (Ward 11)-General Civil Work
2025_LSGD_788646_4
DB1/TN/EE/25/25-26
Open Tender
Civil Works - Buildings
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹45,019
Yes
28 Nov 2025
22 Aug 2025
1 Sept 2025
22 Aug 2025
30 Aug 2025
22 Aug 2025
Amount
Anganwadi building
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
OD229756/2024-2025:DRY RUBBLE MASONRY Dry ruble 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 asper 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.
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)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood
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.
50.6.1.9:Solid block masonry using pre cast solid blocks( Factory made) of size 40x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
OD229786/2024-2025:Providing MS rod to windows 12mm dia, Including cost and conveyance of all materials and labour charges etc. complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
17.13.2:Providing and fixing white vitreous china water closet squatting pan ( Indian type):Orissa pattern W.C. pan of size 580x440 mm
17.19.1:Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete.10 litre (full flush) capacity- white
17.10.2.3:Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink without drain board470x420 mm bowl depth 178 mm
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)
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
18.51.1:Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
18.53.1:Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore
50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.
50.18.7.2.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge 20 mm dia 10 Kgf/cm2- Internal work - Exposed on wall
50.18.7.4.2:Providing and fixing PVC, pipes fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall
50.18.9.9.2:Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2
50.18.9.6.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2
50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
17.25.2:Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings:Flat back wash basin of size 550x400 mm
17.28.1.2:Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC. waste fittings complete. Semi rigid pipe40 mm dia
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete
11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
8.31:Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
OD70714/2025-2026:Supplying and providing PVC Door with frame 50x40x2 mm and shutter with shutter frame 60 mm wide and 25 mm thick PVC hollow panels including all charges etc
19.33:Constructing soak pit 1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
51.19.ST1:Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately) 1. Below 15 flush capacity
50.9.3.1:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood
50.9.4.1:Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood
50.9.6.1:Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood / jack wood 30 mm thick shutters
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
OD73542/2025-2026: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 up to 12 meter 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 up to any pitch in horizontal/ vertical or curved surfaces, excluding the
OD229956/2024-2025:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4, including all charges etc. complete at all, levels, including lettering fixing
AYYAPPAN (BID ID -2314833)
Muhammad sharif kuriyedath (BID ID -2313692)
UNNIKRISHNAN K (BID ID -2317465)
SAMEER HYDER M (BID ID -2317921)
BALAKRISHNAN K (BID ID -2312275)
RAMEEZ M FAROOK (BID ID -2316128)
Hussain M (BID ID -2316531)
MUHSIN BIN HUSSAIN (BID ID -2316545)
Bidder Name
BALAKRISHNAN K
Muhammad sharif kuriyedath
Hussain M
SAMEER HYDER M
O.P. MOHAMMED SHEREEF
UNNIKRISHNAN K
MUHSIN BIN HUSSAIN
RAMEEZ M FAROOK
AYYAPPAN
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