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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | R K SYMA L2 | PRASAD S L1 | Syma_Constructions L3 |
|---|---|---|---|---|---|---|
| 1.00Indoor Stadium | ||||||
| 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 | 50.66 | cum | 359.72 ₹18,221.98 | 317.99 ₹16,108.1 Lowest | 360 ₹18,236.16 |
| 1.00 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 0.58 | cum | 8,364.57 ₹4,817.99 | 7,394.28 ₹4,259.11 Lowest | 8,366 ₹4,818.82 |
| 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) | 20.42 | cum | 8,343.49 ₹1,70,374.07 | 7,375.65 ₹1,50,610.77 Lowest | 8,350 ₹1,70,507 |
| 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) | 18.59 | cum | 12,772.18 ₹2,37,460.37 | 11,290.61 ₹2,09,915.02 Lowest | 12,800 ₹2,37,977.6 |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 19.2 | sqm | 839.6 ₹16,120.32 | 742.21 ₹14,250.43 Lowest | 850 ₹16,320 |
| 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 | 1,141.44 | kilogram | 112.43 ₹1,28,332.1 | 99.39 ₹1,13,447.72 Lowest | 130 ₹1,48,387.2 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 62.44 | cum | 445.71 ₹27,831.92 | 394.01 ₹24,603.56 Lowest | 450 ₹28,099.8 |
| 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) | 33.93 | cum | 7,932.89 ₹2,69,162.96 | 7,012.67 ₹2,37,939.89 Lowest | 7,950 ₹2,69,743.5 |
| 1.01 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 20.22 | cum | 7,229.35 ₹1,46,199.15 | 6,390.75 ₹1,29,240.14 Lowest | 7,240 ₹1,46,414.52 |
Tender Value
₹43.2 L
EMD Value
₹50,000
Closing Date
26 Jul 2025, 6:00 pmClosed
AE LIDEW
AE LIDEW PARAVUR MUNICIPALITY
Annual Plan-105/24-25 Indoor Stadium-Construction Completion, Ward 18
2025_LSGD_777733_20
01/2025/AE/LSGD/PVR
Open Tender
Civil Works - Others
Item Rate
90 days
PARAVUR MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
25 Sept 2025
19 Jul 2025
28 Jul 2025
19 Jul 2025
26 Jul 2025
19 Jul 2025
Amount
Indoor Stadium
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
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
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)
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)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
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)
50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
13.83.2:Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile including applying additional coats wherever required to achieve even shade and colour.Two coats
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
10.16.3:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 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.
12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm)
OD486883/2024-2025:od1250371/2021_2022 :Supplying and Fixing square UPVC gutter 160 mm size. with MS Flats 25mm x 5mm size @ 60cm c/c fixing on Roof Members ( Purlins or Rafter), bolts, nuts and washers etc., including making necessary connections with rain water pipes complete
50.18.9.17.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clip 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 63 mm dia 6 Kgf/cm2 - External work - Exposed on wall
OD490414/2024-2025:Supplying and fixing stainless steel Turbo Roof Ventilator of size 45 cm , 20-29 blades , 45000 m3/ h Air volume.
OD373934/2024-2025:Supplying and fixing name board of size 75x60 cm installed in appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per direction of deptl. officers at site
13.71:Lettering with black Japan pint of approved brand and manufacture
R K SYMA (BID ID -2262208)
Syma_Constructions (BID ID -2262776)
Bidder Name
Syma_Constructions
R K SYMA
PRASAD S
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