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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | L1 | Accepted-AOC Agreement executed on 29-05-2026 | |
| 2 | L2₹2.2 L+₹31,658.61 (16.8%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹2.4 L+₹55,278.11 (29.3%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | L4₹2.5 L+₹65,148.23 (34.5%)Rejected-Finance KALLIYOOR P O THIRUVANANTHAPURAM 42 KERALA | 42 | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | SHANMUGHAN R S L2 | Ajith Kumar SR L1 | SARATH S L4 | SURESHKUMAR G L3 |
|---|---|---|---|---|---|---|---|
| 1.00maintenance | |||||||
| 1.00 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 120 | sqm | 120 ₹14,400 | 103.51 ₹12,421.2 Lowest | 139 ₹16,680 | 133.4 ₹16,008 |
| 1.00 | 16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) | 120 | sqm | 370 ₹44,400 | 345.23 ₹41,427.6 Lowest | 464 ₹55,680 | 446 ₹53,520 |
| 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) | 0.07 | cum | 8,000 ₹576 | 6,027.55 ₹433.98 Lowest | 8,109 ₹583.85 | 7,785 ₹560.52 |
| 1.00 | 4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.22 | cum | 8,500 ₹1,836 | 7,017.66 ₹1,515.81 Lowest | 9,441 ₹2,039.26 | 9,064 ₹1,957.82 |
| 1.00 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 112.8 | kilogram | 118 ₹13,310.4 | 88.66 ₹10,000.85 Lowest | 119 ₹13,423.2 | 115 ₹12,972 |
| 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 | 269.15 | kg | 170 ₹45,755.5 | 147.61 ₹39,729.23 Lowest | 199 ₹53,560.85 | 191 ₹51,407.65 |
| 1.01 | OD536555/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.350 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. | 57.75 | sqm | 510 ₹29,452.5 | 403.08 ₹23,277.87 Lowest | 542 ₹31,300.5 | 521 ₹30,087.75 |
| 1.01 | 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 | 120.72 | cum | 250 ₹30,180 | 195.75 ₹23,630.94 Lowest | 263 ₹31,749.36 | 253 ₹30,542.16 |
| 1.01 | 50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 | 83 | metre | 490 ₹40,670 | 439.57 ₹36,484.31 Lowest | 591 ₹49,053 | 568 ₹47,144 |
Tender Value
₹2.5 L
EMD Value
₹6,354
Closing Date
5 May 2026, 1:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, LSGD SE - Thiruvananthapuram Corporation
Annual Plan-VIRAKUPURAKOTTA SCHOOL MAINTENANCE IN SREEKANDESWAROM WARD-MAINTENANCE-General Civil Work
2026_LSGD_849011_24
DB/62983/2026-27(1)
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹560
Yes
₹6,354
Yes
12 Jun 2026
29 Apr 2026
6 May 2026
29 Apr 2026
5 May 2026
29 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1maintenance | |||||
| 1.001 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | - | sqm | - | - |
| 1.002 | 16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) | - | sqm | - | - |
| 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) | 1 | cum | - | - |
| 1.004 | 4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.005 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1 | kilogram | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD536555/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.350 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. | - | sqm | - | - |
| 1.008 | 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 | 1 | cum | - | - |
| 1.009 | 50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 | - | metre | - | - |
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