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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-AOC | ₹1.2 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹1.2 L+₹254.33 (0.21%)Rejected-AOC KAVILUMPARA PO KOZHIKODE PIN 673513 | KOZHIKODE | KOZHIKODE | KERALA | 673513 | ₹1.2 L+₹254.33 (0.21%) | L2 | Rejected-AOC REJECT |
| 3 | L3₹1.2 L+₹1,650.35 (1.34%)Rejected-AOC KAVILUMPARA PO KOZHIKODE PIN 673513 | KOZHIKODE | KOZHIKODE | KERALA | 673513 | ₹1.2 L+₹1,650.35 (1.34%) | L3 | Rejected-AOC REJECT |
| Sl No | Description | Qty | Unit | JOSEPH V.J L2 | SUDHEESH K N L3 | SASI L1 |
|---|---|---|---|---|---|---|
| 1.00COMPOUND WALL | ||||||
| 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) | 1.6 | cum | 8,344.4 ₹13,351.04 | 8,439.2 ₹13,502.72 | 8,327.15 ₹13,323.44 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 32 | sqm | 348.88 ₹11,164.16 | 352.8 ₹11,289.6 | 348.15 ₹11,140.8 Lowest |
| 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 | 2.75 | cum | 324.99 ₹893.72 | 328.7 ₹903.93 | 324.32 ₹891.88 Lowest |
| 1.00 | OD320081/2025-2026: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 | 2.5 | cum | 3,607.95 ₹9,019.88 | 3,648.7 ₹9,121.75 | 3,600.5 ₹9,001.25 Lowest |
| 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) | 0.65 | cum | 9,476.25 ₹6,159.56 | 9,583.9 ₹6,229.54 | 9,456.67 ₹6,146.84 Lowest |
| 1.01 | 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) | 0.05 | cum | 7,167.1 ₹358.36 | 7,248.5 ₹362.43 | 7,152.29 ₹357.61 Lowest |
| 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 | 116.1 | kilogram | 101.57 ₹11,792.28 | 102.7 ₹11,923.47 | 101.36 ₹11,767.9 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 2 | sqm | 689.24 ₹1,378.48 | 697.1 ₹1,394.2 | 687.81 ₹1,375.62 Lowest |
| 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. | 2.4 | cum | 8,099.53 ₹19,438.87 | 8,191.6 ₹19,659.84 | 8,082.79 ₹19,398.7 Lowest |
Tender Value
₹1.3 L
EMD Value
₹3,178
Closing Date
23 Feb 2026, 1:00 pmClosed
Assistantengineer
KAVILUMPARA GP
RETENDER KAVILUMPARA GP PROJECT NO.302/26 THEKKELAKKANDY ANGANAWADY IMPROVEMENTS
2026_LSGD_827463_15
05/2025/AE/LIDEW/KVRA/PHASE
Open Tender
Civil Works - Buildings
Item Rate
THOTTILPALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,178
Yes
12 Jun 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
COMPOUND WALL
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
OD320081/2025-2026: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
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)
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)
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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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.
OD319899/2025-2026:Laterate masonry using departmental stone in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
13.1.1:12 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)
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)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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
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
OD433385/2025-2026: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 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.
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