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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.5 LAccepted-AOC | ₹48.5 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹52.1 LRejected-AOC | ₹52.1 L | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹54.6 LRejected-AOC | ₹54.6 L | L3 | Rejected-AOC Third Lowest |
| Sl No | Description | Qty | Unit | MD SHAVEZ L3 | asharaf pp L2 | A R Constructions L1 |
|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS | ||||||
| 1.00 | 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 20.28 | cum | 219 ₹4,441.32 | 206.08 ₹4,179.30 | 250 ₹5,070 |
| 1.00 | 4.1.4
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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.35 | cum | 7,704.19 ₹10,416.06 | 7,249.22 ₹9,800.95 | 8,000 ₹10,816 |
| 1.00 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 24.48 | sqm | 328.27 ₹8,036.05 | 308.89 ₹7,561.63 | 500 ₹12,240 |
| 1.00 | 5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns,
Pillars, Piers, Abutments, Posts and Struts | 28.8 | sqm | 857.36 ₹24,691.97 | 806.74 ₹23,234.11 | 600 ₹17,280 |
| 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) | 6.08 | cum | 9,492.33 ₹57,732.35 | 8,389.97 ₹51,027.80 | 8,000 ₹48,656 |
| 1.01 | 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) | 3.24 | cum | 10,857.63 ₹35,178.72 | 10,216.47 ₹33,101.36 | 8,270 ₹26,794.80 |
| 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 | 519.95 | kg | 95.57 ₹49,691.24 | 89.93 ₹46,758.74 | 100 ₹51,994.60 |
| 1.01 | 5.22A.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 280.29 | kg | 95.57 ₹26,787.51 | 89.93 ₹25,206.66 | 100 ₹28,029.20 |
| 1.01 | 10.16.1
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.Hot finished welded type tubes | 28,367.79 | kg | 162.15 ₹46.0 L | 155.4 ₹44.1 L | 142 ₹40.3 L |
Tender Value
₹65.1 L
EMD Value
₹50,000
Closing Date
3 Jan 2026, 4:00 pmClosed
REGIONAL ENGINEER- 8111882868
KERALA STATE NIRMITHI KENDRA OPP GOVT POLYTECHNIC COLLEGE STAFF QUARTERS KODUMBU P O PALAKKAD
PCC RCC Steel Work Truss and Painting
2025_KSNK_824017_1
KSNK/TECH/PKD/KMSCSOPW-54/2025
Open Tender
Civil Works - Others
180 days
Medical College Palakkad
Refer NIT
6 documents required · 6 mandatory
₹2,500
₹50,000
Yes
11 May 2026
27 Dec 2025
5 Jan 2026
27 Dec 2025
3 Jan 2026
27 Dec 2025
27 Dec 2025 - 3 Jan 2026
CIVIL WORKS
2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
4.1.4 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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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)
5.2.2 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)
5.22.6 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
5.22A.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
10.16.1 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.Hot finished welded type tubes
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)
13.62.1 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
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