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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹28.2 LAccepted-AOC KANNIPPARRA HOUSE BEEMBUNGAL HOUSE MAMPAD P O MALAPPURAM 676542 | MAMPAD | MALAPPURAM | KERALA | 676542 | ₹28.2 L | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/214/25-26 |
| 2 | 2₹33.4 LRejected-Finance N M 3 638 VP BUILDING | ₹33.4 L | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical SREELAKSHMI HOUSE KOLAKKOTTUCHOLA P O MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676517 | - | - | Rejected-Technical L8 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical MACHINGAL HOUSE KUTTILANGADI P O MALAPPURAM 676506 | KUTTILANGADI | MALAPPURAM | KERALA | 676506 | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | T P Abdul Nazar L4 | Shadil Machingal L5 | JIJEESH P L8 | Nilambur Taluk Labour Contract Co-operative Society Limited L6 | MOHAMMED SANOOB VP L3 | SHAHEER ALI P L7 | USMAN VELLENGARA L2 | SADIQ KALAL K L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 64.74 | cum | 274.24 ₹17,753.20 | 298.1 ₹19,297.80 | 310.25 ₹20,084.34 | 300.3 ₹19,440.22 | 273.02 ₹17,674.22 | 306.62 ₹19,849.35 | 272.59 ₹17,646.39 | 249 ₹16,119.26 |
| 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) | 8.2 | cum | 6,047.8 ₹49,561.72 | 6,573.89 ₹53,873.03 | 6,842.03 ₹56,070.44 | 6,622.7 ₹54,273.03 | 6,020.84 ₹49,340.78 | 6,761.88 ₹55,413.61 | 6,011.38 ₹49,263.26 | 5,464 ₹44,777.48 |
| 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) | 16.17 | cum | 7,996.33 ₹1.3 L | 8,691.91 ₹1.4 L | 9,046.45 ₹1.5 L | 8,756.46 ₹1.4 L | 7,960.68 ₹1.3 L | 8,940.47 ₹1.4 L | 7,948.17 ₹1.3 L | 7,225 ₹1.2 L |
| 1.00 | 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) | 11.88 | cum | 9,737.14 ₹1.2 L | 10,584.15 ₹1.3 L | 11,015.85 ₹1.3 L | 10,662.75 ₹1.3 L | 9,693.73 ₹1.2 L | 10,886.82 ₹1.3 L | 9,678.49 ₹1.1 L | 8,880 ₹1.1 L |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 80.94 | sqm | 732.82 ₹59,310.79 | 796.57 ₹64,470.39 | 829.06 ₹67,099.97 | 802.48 ₹64,948.72 | 729.56 ₹59,046.94 | 819.35 ₹66,314.09 | 728.41 ₹58,953.86 | 667 ₹53,983.65 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 206.56 | sqm | 581.6 ₹1.2 L | 632.19 ₹1.3 L | 657.98 ₹1.4 L | 636.88 ₹1.3 L | 579 ₹1.2 L | 650.27 ₹1.3 L | 578.09 ₹1.2 L | 529 ₹1.1 L |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 52.88 | sqm | 779.1 ₹41,195.69 | 846.87 ₹44,779.10 | 881.38 ₹46,603.85 | 853.15 ₹45,111.16 | 775.62 ₹41,011.68 | 871.09 ₹46,059.75 | 774.4 ₹40,947.17 | 710 ₹37,541.96 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 134.64 | sqm | 768.89 ₹1.0 L | 835.77 ₹1.1 L | 869.86 ₹1.2 L | 841.97 ₹1.1 L | 765.46 ₹1.0 L | 859.67 ₹1.2 L | 764.26 ₹1.0 L | 700 ₹94,248 |
| 1.01 | OD275129/2025-2026:(Copy from DAR 60.7.1)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 | 11.64 | cum | 3,044.5 ₹35,434.94 | 3,309.33 ₹38,517.29 | 3,444.32 ₹40,088.44 | 3,333.9 ₹38,803.26 | 3,030.93 ₹35,276.99 | 3,403.97 ₹39,618.81 | 3,026.16 ₹35,221.48 | 2,776 ₹32,309.86 |
Tender Value
₹36.7 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 Kottakkunnu Angnawadi (No. 13) -Porur GP-CSR Fund - Wayanad HPC - Construction of Building for Kottakkunn angnwadi (No. 13) -Porur GP-General Civil Work
2025_LSGD_816852_12
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
10 Apr 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 Kottakkunnu Angnawadi (No. 13) -Porur GP-CSR Fund - Wayanad HPC - Construction of Building for Kottakkunn angnwadi (No. 13) -Porur GP-General Civil Work
ght dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required le
hape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Two track two panels sliding window made of (small series) frame 52 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm)w21.3.2:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness (weight not less than 12.50 kg/sqm) 650.18.9.13.2: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 25 mm dia 10 Kgf/cm2- External work - Exposed on wallmetre650.18.9.14.2: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 - External work - Exposed on wall50.18.9.20.7:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia vent cowlno¡50.18.9.22.2:Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia 45 degree Elbow50.18.9.22.3:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement-110 mm dia Door Elbow 50.18.9.22.6:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x110 mm dia Door tee50.18.9.22.8:Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia Vent cowl×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/cm2Ö50.18.9.9.1: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.110 mm dia 6Kgf/cm218.54.2:Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 122 mm long, weighing not less than 99 gmseachk18.58.1.1:Providing and fixing PTMT grating of approved quality and colour. Circular type100 mm nominal diaOD291078/2025-2026: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 at all, levels, including lettering & fixing,17.10.1.1: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 with drain board510x1040 mm bowl depth 250 mm´17.2.1:Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid©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
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