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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.1 L+₹38,184.40 (8.03%)Admitted-Fee/PreQual/Technical/Finance KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹5.2 L+₹44,751.55 (9.42%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹5.4 L+₹68,058.89 (14.3%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹5.4 L+₹68,687.52 (14.5%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SANEED RAFI C K L4 | SUDHEER.K L6 | GAFOOR L1 | ABIDKOYA L8 | VINESH M L3 | SHINE V L L5 | ANAS AZHUVALAPPIL L2 | MILITARIZE CONSTRUCTION L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Snehatheeram | |||||||||||
| 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) | 1.88 | cum | 8,237.18 ₹15,477.66 | 8,285 ₹15,567.52 | 7,205.37 ₹13,538.89 Lowest | 8,404.82 ₹15,792.66 | 7,879.73 ₹14,806.01 | 8,246.82 ₹15,495.77 | 7,784.37 ₹14,626.83 | 8,285.35 ₹15,568.17 |
| 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 | 15.02 | sqm | 303.26 ₹4,554.97 | 300 ₹4,506 | 265.27 ₹3,984.36 Lowest | 309.43 ₹4,647.64 | 290 ₹4,355.8 | 303.61 ₹4,560.22 | 286.58 ₹4,304.43 | 305.03 ₹4,581.55 |
| 1.00 | 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 | 225.3 | kilogram | 88.29 ₹19,891.74 | 88 ₹19,826.4 | 77.23 ₹17,399.92 Lowest | 90.08 ₹20,295.02 | 84 ₹18,925.2 | 88.39 ₹19,914.27 | 83.43 ₹18,796.78 | 88.8 ₹20,006.64 |
| 1.00 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 5.63 | cum | 5,568.27 ₹31,371.63 | 5,700 ₹32,113.8 | 4,870.77 ₹27,441.92 Lowest | 5,681.59 ₹32,010.08 | 5,500 ₹30,987 | 5,574.79 ₹31,408.37 | 5,262.18 ₹29,647.12 | 5,600.84 ₹31,555.13 |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 93.88 | sqm | 290.38 ₹27,259.42 | 290 ₹27,223.75 | 254.01 ₹23,845.19 Lowest | 296.29 ₹27,814.22 | 278 ₹26,097.25 | 290.72 ₹27,291.34 | 274.42 ₹25,761.18 | 292.08 ₹27,419.01 |
| 1.01 | 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 | 738.32 | kg | 181.36 ₹1,33,901.72 | 182 ₹1,34,374.24 | 158.64 ₹1,17,127.08 Lowest | 185.05 ₹1,36,626.12 | 173 ₹1,27,729.36 | 181.57 ₹1,34,056.76 | 171.39 ₹1,26,540.66 | 182.42 ₹1,34,684.33 |
| 1.01 | 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 | 755.43 | kg | 146.9 ₹1,10,972.67 | 147 ₹1,11,048.21 | 128.5 ₹97,072.76 Lowest | 149.89 ₹1,13,231.4 | 140 ₹1,05,760.2 | 147.07 ₹1,11,101.09 | 138.82 ₹1,04,868.79 | 147.76 ₹1,11,622.34 |
| 1.01 | OD202581/2026-2027:Providing and fixing 8 guage GI wire mesh to the existing frame
including cutting to size and shape welding to the frame including all cost etc complete | 187.4 | sqm | 434.49 ₹81,421.25 | 438 ₹82,079.01 | 380.06 ₹71,221.34 Lowest | 443.33 ₹83,077.83 | 416 ₹77,956.32 | 434.99 ₹81,514.95 | 410.6 ₹76,944.39 | 437.03 ₹81,897.24 |
| 1.01 | OD202589/2026-2027: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 up to 12 meter 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 up to 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. | 126.9 | sqm | 489.84 ₹62,160.7 | 490 ₹62,181 | 428.48 ₹54,374.11 Lowest | 499.81 ₹63,425.89 | 469 ₹59,516.1 | 490.41 ₹62,233.03 | 462.91 ₹58,743.28 | 492.7 ₹62,523.63 |
Tender Value
Refer Docs
EMD Value
₹15,886
Closing Date
26 Sept 2026, 5:00 pmClosed
Assistant Engineer
LSGD NILAMBUR SUB DIVISION
Annual Plan-2026-27 Nilambur BP Proj. No 04/27-Improvement of Snehatheeram Paliative Care Centre in Chungathara GP-General Civil Work
2026_LSGD_871319_6
AEE/LSGD/TN-02/2026-27
Open Tender
Civil Works - Buildings
Item Rate
NILAMBUR
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,405
Yes
₹15,886
Yes
28 Sept 2026
19 Sept 2026
28 Sept 2026
19 Sept 2026
26 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Snehatheeram | |||||
| 1.001 | 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) | 1.88 | cum | - | - |
| 1.002 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 15.02 | sqm | - | - |
| 1.003 | 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 | 225.3 | kilogram | - | - |
| 1.004 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 5.63 | cum | - | - |
| 1.005 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 93.88 | sqm | - | - |
| 1.006 | 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 | 738.32 | kg | - | - |
| 1.007 | 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 | 755.43 | kg | - | - |
| 1.008 | OD202581/2026-2027:Providing and fixing 8 guage GI wire mesh to the existing frame
including cutting to size and shape welding to the frame including all cost etc complete | 187.4 | sqm | - | - |
| 1.009 | OD202589/2026-2027: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 up to 12 meter 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 up to 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. | 126.9 | sqm | - | - |
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