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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹31.5 LAccepted-AOC | ₹31.5 L | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/224/25-26 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L9 |
| 4 | Rejected-Technical KP 1 50 MAIN ROAD MULLAPPALLY P O PAZHAMALLOOR VIA KOOTTILANGADI MALAPPURAM 676 506 | MALAPPURAM | MALAPPURAM | KERALA | 676506 | - | - | Rejected-Technical L8 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SHAMNOON T L7 | P M ABOOBACKER L5 | MKSContractingCompanyIndiaPvtLtd L8 | NOUSHAD K L3 | c.yoosuf L9 | BE PLUS CONSTRUCTIONS PRIVATE LIMITED L1 | AHAMMED SHIHAD UT L2 | MUHAMMED SIDDEQUE KALATHIL L4 | SAHLA M.P. L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00building | ||||||||||||
| 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 | 95.14 | cum | 290 ₹27,592.05 | 287.36 ₹27,340.87 | 291 ₹27,687.20 | 267.3 ₹25,432.26 | 296.3 ₹28,191.46 | 258.81 ₹24,624.48 | 265.98 ₹25,306.67 | 276.4 ₹26,298.08 | 180 ₹17,126.10 |
| 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) | 8.69 | cum | 6,413 ₹55,709.73 | 6,337.08 ₹55,050.21 | 6,413 ₹55,709.73 | 5,894.79 ₹51,208.04 | 6,533.8 ₹56,759.12 | 5,707.52 ₹49,581.23 | 5,865.64 ₹50,954.81 | 6,095.6 ₹52,952.48 | 5,958 ₹51,757.15 |
| 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) | 20.76 | cum | 8,478 ₹1.8 L | 8,378.8 ₹1.7 L | 8,479 ₹1.8 L | 7,794.01 ₹1.6 L | 8,638.9 ₹1.8 L | 7,546.41 ₹1.6 L | 7,755.47 ₹1.6 L | 8,059.5 ₹1.7 L | 7,877 ₹1.6 L |
| 1.00 | OD307559/2025-2026:DRY rubble masonry with hard stone in foundation and plinth including levelling up withoout cement concrete line and levels including cost and convayance of all materials and labour charge complete | 17.69 | cum | 3,228 ₹57,103.32 | 3,190.12 ₹56,433.22 | 3,228 ₹57,103.32 | 2,967.47 ₹52,494.54 | 3,289.2 ₹58,185.95 | 2,873.2 ₹50,826.91 | 2,952.79 ₹52,234.86 | 3,068.6 ₹54,283.53 | 4,410 ₹78,012.90 |
| 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) | 13.11 | cum | 10,323 ₹1.4 L | 10,202.88 ₹1.3 L | 10,324 ₹1.4 L | 9,490.78 ₹1.2 L | 10,519.6 ₹1.4 L | 9,189.28 ₹1.2 L | 9,443.84 ₹1.2 L | 9,814.1 ₹1.3 L | 9,592 ₹1.3 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 | 90.3 | sqm | 312 ₹28,173.60 | 308.47 ₹27,854.84 | 313 ₹28,263.90 | 286.94 ₹25,910.68 | 318.1 ₹28,724.43 | 277.83 ₹25,088.05 | 285.52 ₹25,782.46 | 296.7 ₹26,792.01 | 290 ₹26,187 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 180.07 | sqm | 815 ₹1.5 L | 805.66 ₹1.5 L | 816 ₹1.5 L | 749.43 ₹1.3 L | 830.7 ₹1.5 L | 725.63 ₹1.3 L | 745.72 ₹1.3 L | 775 ₹1.4 L | 757 ₹1.4 L |
| 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). | 52.37 | cum | 10,865 ₹5.7 L | 10,738.06 ₹5.6 L | 10,866 ₹5.7 L | 9,988.61 ₹5.2 L | 11,071.4 ₹5.8 L | 9,671.3 ₹5.1 L | 9,939.22 ₹5.2 L | 10,328.9 ₹5.4 L | 10,095 ₹5.3 L |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 232.08 | sqm | 617 ₹1.4 L | 609.42 ₹1.4 L | 617 ₹1.4 L | 566.88 ₹1.3 L | 628.3 ₹1.5 L | 548.87 ₹1.3 L | 564.07 ₹1.3 L | 586.2 ₹1.4 L | 573 ₹1.3 L |
Tender Value
₹40.2 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 Pallimukku Anganwadi No. 113 - Edavanna-CSR Fund - Wayanad HPC - Construction of Building for Pallimukku Anganwadi No. 113 - Edavanna-General Civil Work-1
2025_LSGD_816852_17
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
26 Mar 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 Pallimukku Anganwadi No. 113 - Edavanna-CSR Fund - Wayanad HPC - Construction of Building for Pallimukku Anganwadi No. 113 - Edavanna-General Civil Work-1
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d M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineerin - charge using Anjili/ Jack woodû9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etckg¤21.1.1.1:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionAnodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)M21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)o21.3.1: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 4.0 mm thickness (weight not less than 10kg/sqm)À13.17:6 mm cement plaster 1:3 ( 1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.·OD308273/2025-2026:Supplying and providing PVC door with frame 50x40x2mm and shutter with with shutter frame 60mm wide and 25mm thick PVC hollow panels including all charges ect.... 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.LitreH51.19.ST2: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) 2. 15 to below 25 flush capacityeach]50.18.8.3.2: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. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2metre\50.18.8.4.1: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. Concealed work, including cutting chases and making good the wall etc. 32 mm pipe 10Kgf/cm2[50.18.8.5.2: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. Concealed work, including cutting chases and making good the wall etc. 40 mm pipe 6Kgf/cm2Q50.18.8.9.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2´17.2.2: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 black solid plastic seat and lid@17.7.1:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps17.9.1:Providing and fixing kitchen sink with C. I brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required:White glazed fire clay kitchen sink of size 600x450x250 mmm18.49.1:Providing and fixing C.P brass bib cock of approved quality conforming to IS: 8931.15 mm nominal boreÎ13.46.1: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 workÙ10.26.1: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.M.S. tubeOD308387/2025-2026:Supplying and fixxing readynmade concrete lechpit ring 600mm diameter and1200mmdepth 50mm thickness including 600mm diameter lid¢OD308388/2025-2026: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 6mm metal sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.OOD308411/2025-2026:SUPPLYING AND FIXING SHILAPHALAKAM WITH GRANITE SIZE 800X600Retaining wallØOD307553/2025-2026:DRY rubble masonry with hard stone in foundation and plinth including levelling up withoout cement concrete line and levels including cost and convayance of all materials and labour charge complete,4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)¨5.22.2:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire
Work Name:GENERAL-CSR Fund - Wayanad HPC - Construction of Building for Pallimukku Anganwadi No. 113 - Edavanna-CSR Fund - Wayanad HPC - Construction of Building for Pallimukku Anganwadi No. 113 - Edavanna-General Civil Work-1
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