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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC FATHIMAM MAIVALLY HOUSE CHANNANKARA KANIYAPURAM TVPM | KANIYAPURAM | THIRUVANANTHAPURAM | KERALA | L1 | Accepted-AOC Agreement executed on 27/06/2026 | |
| 2 | L2₹3.5 L+₹8,305.74 (2.40%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | Shajudeen L1 | R BIJUKUMAR L4 | CHRISTUDAS L L3 | SUNIL KUMAR P L2 | PRADEEP.T L6 | ANIL KUMAR G L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00maintanance | |||||||||
| 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 | 3.15 | cum | 301 ₹948.15 Lowest | 334.29 ₹1,053.01 | 312.19 ₹983.4 | 309 ₹973.35 | 348.6 ₹1,098.09 | 346.76 ₹1,092.29 |
| 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) | 2.7 | cum | 8,351 ₹22,547.7 Lowest | 9,259.5 ₹25,000.65 | 8,647.36 ₹23,347.87 | 8,556 ₹23,101.2 | 9,655.71 ₹26,070.42 | 9,604.79 ₹25,932.93 |
| 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) | 0.6 | cum | 6,649 ₹3,989.4 Lowest | 7,372.06 ₹4,423.24 | 6,884.69 ₹4,130.81 | 6,812 ₹4,087.2 | 7,687.5 ₹4,612.5 | 7,646.96 ₹4,588.18 |
| 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 | 184.02 | kilogram | 94 ₹17,297.88 Lowest | 104.47 ₹19,224.57 | 97.57 ₹17,954.83 | 96 ₹17,665.92 | 108.94 ₹20,047.14 | 108.37 ₹19,942.25 |
| 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 | 18 | sqm | 323 ₹5,814 Lowest | 358.86 ₹6,459.48 | 335.13 ₹6,032.34 | 331 ₹5,958 | 374.21 ₹6,735.78 | 372.24 ₹6,700.32 |
| 1.01 | 10.5.2:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece | 17.94 | sqm | 4,851 ₹87,026.94 Lowest | 5,378.27 ₹96,486.16 | 5,022.72 ₹90,107.6 | 4,970 ₹89,161.8 | 5,608.41 ₹1,00,614.88 | 5,578.83 ₹1,00,084.21 |
| 1.01 | 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 | 488.34 | kg | 148 ₹72,274.32 Lowest | 164.15 ₹80,161.01 | 153.3 ₹74,862.52 | 152 ₹74,227.68 | 171.17 ₹83,589.16 | 170.27 ₹83,149.65 |
| 1.01 | 12.1.1:Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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.1.00 mm thick with zinc coating not less than 275 gm/m2 | 49 | sqm | 1,387 ₹67,963 Lowest | 1,538.7 ₹75,396.3 | 1,436.97 ₹70,411.53 | 1,422 ₹69,678 | 1,604.54 ₹78,622.46 | 1,596.07 ₹78,207.43 |
| 1.01 | 50.6.5.1:Hollow block masonry using pre cast blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 3 | cum | 5,000 ₹15,000 | 5,377.59 ₹16,132.77 | 5,022.08 ₹15,066.24 | 4,969 ₹14,907 Lowest | 5,607.69 ₹16,823.07 | 5,578.12 ₹16,734.36 |
Tender Value
₹4.2 L
EMD Value
₹10,562
Closing Date
6 Jun 2026, 5:00 pmClosed
Superintending Engineer
O/O The Superintending Engineer, LID and EW Thiruvananthapuram Corporation, Pin 695033
24172-2026 General Urgent School Maintenance 2026-27-Kumarapuram UPS Maintenance- Goureesapattom ward-General Civil Work
2026_LSGD_853526_1
DB/62983/2026-27(17)
Open Tender
Civil Works - Buildings
Item Rate
30 days
Thiruvananthapuram Corporation
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,562
Yes
8 Jul 2026
1 Jun 2026
8 Jun 2026
1 Jun 2026
6 Jun 2026
1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1maintanance | |||||
| 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 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | 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 | 10.5.2:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece | - | sqm | - | - |
| 1.007 | 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 | 1 | kg | - | - |
| 1.008 | 12.1.1:Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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.1.00 mm thick with zinc coating not less than 275 gm/m2 | - | sqm | - | - |
| 1.009 | 50.6.5.1:Hollow block masonry using pre cast blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
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