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| Sl No | Description | Qty | Unit | MAHESH L1 | Babu M L3 | VIBIN L2 |
|---|---|---|---|---|---|---|
| 1.00Indoor Court works | ||||||
| 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 | 34.56 | cum | 380 ₹13,132.8 | 339.73 ₹11,741.07 | 250 ₹8,640 Lowest |
| 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) | 12.48 | cum | 7,299 ₹91,091.52 Lowest | 7,492.07 ₹93,501.03 | 8,300 ₹1,03,584 |
| 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) | 10.72 | cum | 9,650 ₹1,03,448 Lowest | 9,905.92 ₹1,06,191.46 | 11,000 ₹1,17,920 |
| 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) | 0.72 | cum | 11,750 ₹8,460 Lowest | 12,062.44 ₹8,684.96 | 13,400 ₹9,648 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 56.8 | sqm | 390 ₹22,152 | 364.7 ₹20,714.96 Lowest | 400 ₹22,720 |
| 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 | 932 | kilogram | 100 ₹93,200 Lowest | 106.17 ₹98,950.44 | 115 ₹1,07,180 |
| 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 | 79.2 | kg | 100 ₹7,920 Lowest | 106.17 ₹8,408.66 | 115 ₹9,108 |
| 1.01 | 50.6.1.8: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 super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 13.26 | cum | 7,500 ₹99,450 | 7,198.94 ₹95,457.94 Lowest | 9,500 ₹1,25,970 |
| 1.01 | 11.33.1:25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws complete with:Second class teak wood | 144 | sqm | 4,200 ₹6,04,800 Lowest | 4,959.89 ₹7,14,224.16 | 5,500 ₹7,92,000 |
Tender Value
₹39.8 L
EMD Value
₹50,000
Closing Date
25 Mar 2026, 4:00 pmClosed
Superintending Engineer
Superintending Engineer Thiruvananthapuram Corporation 695033
TMC/OF/CELSGD/88816/2024- GOVT MODEL HSLPS AND NURSERY THYCAUD INDOOR STADIUMINDOOR STADIUM (NEW TENDER)
2026_LSGD_847668_1
DB/62983/2025-26(160)
Open Tender
Civil Works - Buildings
Item Rate
180 days
THYCAUD WARD
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
29 Jul 2026
16 Mar 2026
26 Mar 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Indoor Court works | |||||
| 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 | - | 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 | 5.1.2: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) | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.006 | 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 | - | kilogram | - | - |
| 1.007 | 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 | - | kg | - | - |
| 1.008 | 50.6.1.8: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 super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 1 | cum | - | - |
| 1.009 | 11.33.1:25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws complete with:Second class teak wood | - | sqm | - | - |
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