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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.2 LAccepted-AOC | ₹16.2 L | L1 | Accepted-AOC lowest |
| 2 | L2₹17.1 L+₹90,471 (5.57%)Rejected-AOC | ₹17.1 L+₹90,471 (5.57%) | L2 | Rejected-AOC second |
| 3 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | VISAKH V S L7 | E JAYAN RAJ L5 | BAIJU. S L6 | RADHA N L2 | JINO D U L1 | Habeeb Muhammed B L3 | CHANDRAN.S L4 | HARI A L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Hospital Mauntanance works | |||||||||||
| 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. | 629.3 | kilogram | 109.5 ₹68,908.35 | 109.4 ₹68,845.42 | 108.3 ₹68,153.19 | 92 ₹57,895.6 | 91.49 ₹57,574.66 Lowest | 97 ₹61,042.1 | 101.26 ₹63,722.92 | 109.5 ₹68,908.35 |
| 1.00 | 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 | 3,159.89 | kg | 182.31 ₹5,76,079.55 | 155.24 ₹4,90,541.32 | 180.25 ₹5,69,570.17 | 153 ₹4,83,463.17 | 152.32 ₹4,81,314.44 Lowest | 162 ₹5,11,902.18 | 168.6 ₹5,32,757.45 | 200 ₹6,31,978 |
| 1.00 | 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 | 644.5 | kg | 175.52 ₹1,13,122.64 | 151.84 ₹97,860.88 | 173.5 ₹1,11,820.75 | 147 ₹94,741.5 | 146.65 ₹94,515.93 Lowest | 156 ₹1,00,542 | 162.32 ₹1,04,615.24 | 175.52 ₹1,13,122.64 |
| 1.00 | 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 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. | 484.12 | sqm | 790.27 ₹3,82,585.51 | 778.99 ₹3,77,124.64 | 781.5 ₹3,78,339.78 | 663 ₹3,20,971.56 | 660.28 ₹3,19,654.75 Lowest | 702 ₹3,39,852.24 | 730.87 ₹3,53,828.78 | 790.27 ₹3,82,585.51 |
| 1.00 | 12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm) | 34.3 | metre | 530.24 ₹18,187.23 | 548.14 ₹18,801.2 | 524.25 ₹17,981.78 | 4,448 ₹1,52,566.4 | 443.02 ₹15,195.59 Lowest | 4,707 ₹1,61,450.1 | 490.38 ₹16,820.03 | 530.24 ₹18,187.23 |
| 1.01 | 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) | 2.6 | cum | 8,667.04 ₹22,577.64 | 8,959.71 ₹23,340.04 | 8,572.5 ₹22,331.36 | 7,270 ₹18,938.35 | 7,241.42 ₹18,863.9 Lowest | 7,695 ₹20,045.48 | 8,015.59 ₹20,880.61 | 8,667.04 ₹22,577.64 |
| 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 | 104 | cum | 241.76 ₹25,143.04 | 249.91 ₹25,990.64 | 239.1 ₹24,866.4 | 203 ₹21,112 | 201.99 ₹21,006.96 Lowest | 215 ₹22,360 | 223.58 ₹23,252.32 | 241.76 ₹25,143.04 |
| 1.01 | 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 | 8.9 | cum | 337.57 ₹3,006.06 | 348.96 ₹3,107.49 | 333.8 ₹2,972.49 | 283 ₹2,520.12 | 282.04 ₹2,511.57 Lowest | 300 ₹2,671.5 | 311.81 ₹2,776.67 | 337.57 ₹3,006.06 |
| 1.01 | OD87749/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good
quality blasted rubble including packing to compactness to lines and levels cost and
conveyance
of all materials labour charges etc. complete as per direction of Departmental officers
at site | 12.9 | cum | 3,747.47 ₹48,342.36 | 3,874.01 ₹49,974.73 | 3,706.5 ₹47,813.85 | 4,192 ₹54,076.8 | 3,131.06 ₹40,390.67 Lowest | 4,437 ₹57,237.3 | 3,465.79 ₹44,708.69 | 3,747.47 ₹48,342.36 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
21 Jul 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram District Panchayat
Building
2026_LSGD_860430_1
5c(11)/AEE/LSGD/TVM/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
22 Aug 2026
14 Jul 2026
23 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Hospital Mauntanance works | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 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 | - | - |
| 1.005 | 12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm) | 1 | metre | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 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 | - | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | OD87749/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good
quality blasted rubble including packing to compactness to lines and levels cost and
conveyance
of all materials labour charges etc. complete as per direction of Departmental officers
at site | - | cum | - | - |
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