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| Sl No | Description | Qty | Unit | NOBY JOHN L1 | ANSALNA A L2 |
|---|---|---|---|---|---|
| 1.00construction of waiting shed | |||||
| 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 | 2.42 | cum | 350 ₹847 Lowest | 359.72 ₹870.52 |
| 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) | 1.36 | cum | 7,900 ₹10,728.2 Lowest | 7,932.89 ₹10,772.86 |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.97 | cum | 9,960 ₹9,641.28 Lowest | 9,963.93 ₹9,645.08 |
| 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 | 58.08 | kilogram | 112 ₹6,504.96 Lowest | 112.43 ₹6,529.93 |
| 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 | 5.12 | sqm | 386 ₹1,976.32 Lowest | 386.16 ₹1,977.14 |
| 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 | 82.5 | kg | 180 ₹14,850 Lowest | 187.05 ₹15,431.63 |
| 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 | 240.69 | kg | 190 ₹45,731.1 Lowest | 194.27 ₹46,758.85 |
| 1.01 | OD127280/2026-2027:Roofing with galvanised iron hard colour powder coated traffold sheets 0.35 mm thick or
nearest available thickness with overlap of 150mm at ends and GI hook or crank C.I bolts and
nuts including plain washers and bitumen washers etc complete. | 16.56 | sqm | 700 ₹11,592 Lowest | 750.99 ₹12,436.39 |
| 1.01 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 1.05 | cum | 6,800 ₹7,119.6 Lowest | 6,831.14 ₹7,152.2 |
Tender Value
₹4.2 L
EMD Value
₹10,578
Closing Date
8 Sept 2026, 5:00 pmClosed
Block Development Officer, Uzhavoor
Block Development Office, Uzhavoor
MLA-SDF -2026-27 - Sri Adv. Mons Joseph MLA - Renovation of waiting shed at Nambiakulam Junction
2026_CRD_867129_1
B-2125/26
Open Tender
Civil Works - Others
Item Rate
60 days
Kanakkary
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,578
Yes
14 Sept 2026
1 Sept 2026
9 Sept 2026
1 Sept 2026
8 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1construction of waiting shed | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.004 | 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 | kilogram | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.006 | 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 | - | kg | - | - |
| 1.007 | 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 | 1 | kg | - | - |
| 1.008 | OD127280/2026-2027:Roofing with galvanised iron hard colour powder coated traffold sheets 0.35 mm thick or
nearest available thickness with overlap of 150mm at ends and GI hook or crank C.I bolts and
nuts including plain washers and bitumen washers etc complete. | 1 | sqm | - | - |
| 1.009 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 1 | cum | - | - |
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