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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | ₹4.3 L | L1 | Accepted-AOC Agreement executed on 16/07/2026 |
| 2 | L2₹4.3 L+₹4,062.39 (0.95%)Rejected-AOC | ₹4.3 L+₹4,062.39 (0.95%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L8 |
| Sl No | Description | Qty | Unit | VIJAYAN J L5 | BABU SUKUMARAN NADAR L1 | VIJAYAN C L6 | SHIBU K L2 | R BIJUKUMAR L8 | sarathchandran L3 | SUNIL DAS S S L9 | ANOOP A S L7 | ANIL KUMAR G L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00building | ||||||||||||
| 1.00 | 2.2.1:Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil | 11.55 | cum | 990 ₹11,434.5 | 962.24 ₹11,113.87 | 1,039.55 ₹12,006.8 | 280 ₹3,234 Lowest | 1,083.78 ₹12,517.66 | 984.24 ₹11,367.97 | 1,105.9 ₹12,773.15 | 1,050.61 ₹12,134.55 | 987.93 ₹11,410.59 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 8.4 | cum | 7,676.01 ₹64,478.48 | 7,421 ₹62,336.4 Lowest | 8,017.17 ₹67,344.23 | 7,800 ₹65,520 | 8,358.32 ₹70,209.89 | 7,590.71 ₹63,761.96 | 8,528.9 ₹71,642.76 | 8,102.46 ₹68,060.66 | 7,607.78 ₹63,905.35 |
| 1.00 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 124.42 | kg | 102.62 ₹12,768.49 | 99.21 ₹12,344.2 Lowest | 107.18 ₹13,335.87 | 114 ₹14,184.45 | 111.74 ₹13,903.25 | 101.5 ₹12,629.14 | 114.02 ₹14,186.94 | 108.32 ₹13,477.72 | 101.71 ₹12,655.27 |
| 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) | 2.1 | cum | 8,497.1 ₹17,843.91 | 8,214.81 ₹17,251.1 Lowest | 8,874.75 ₹18,636.98 | 8,500 ₹17,850 | 9,252.4 ₹19,430.04 | 8,402.68 ₹17,645.63 | 9,441.22 ₹19,826.56 | 8,969.16 ₹18,835.24 | 8,421.57 ₹17,685.3 |
| 1.00 | 50.6.3.1:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete | 5.6 | cum | 7,015.92 ₹39,289.15 | 6,782.84 ₹37,983.9 Lowest | 7,327.74 ₹41,035.34 | 7,600 ₹42,560 | 7,639.56 ₹42,781.54 | 6,937.96 ₹38,852.58 | 7,795.47 ₹43,654.63 | 7,405.7 ₹41,471.92 | 6,870.32 ₹38,473.79 |
| 1.01 | 13.4.2:12 mm cement plaster of mix:1:6 ( 1 cement : 6 coarse sand) | 112 | sqm | 339.59 ₹38,034.08 | 328.31 ₹36,770.72 Lowest | 354.68 ₹39,724.16 | 350 ₹39,200 | 369.77 ₹41,414.24 | 335.81 ₹37,610.72 | 377.32 ₹42,259.84 | 358.45 ₹40,146.4 | 336.57 ₹37,695.84 |
| 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 | 350 | kg | 178.73 ₹62,555.5 | 172.79 ₹60,476.5 Lowest | 186.67 ₹65,334.5 | 199 ₹69,650 | 194.62 ₹68,117 | 176.75 ₹61,862.5 | 198.59 ₹69,506.5 | 188.66 ₹66,031 | 177.14 ₹61,999 |
| 1.01 | 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. | 174 | sqm | 774.77 ₹1,34,809.98 | 749.03 ₹1,30,331.22 Lowest | 809.21 ₹1,40,802.54 | 750 ₹1,30,500 | 843.64 ₹1,46,793.36 | 766.17 ₹1,33,313.58 | 860.86 ₹1,49,789.64 | 817.82 ₹1,42,300.68 | 767.89 ₹1,33,612.86 |
| 1.01 | 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) | 20 | metre | 519.84 ₹10,396.8 | 502.57 ₹10,051.4 | 542.94 ₹10,858.8 | 350 ₹7,000 Lowest | 566.05 ₹11,321 | 514.06 ₹10,281.2 | 577.6 ₹11,552 | 548.72 ₹10,974.4 | 515.22 ₹10,304.4 |
Tender Value
₹4.9 L
EMD Value
₹12,280
Closing Date
15 Jun 2026, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer LID - EW Thiruvananthapuram Corporation
129603-2025 General Thiruvallam zonal Anganavadi maintenance in Vellar ward Thiruvananthapuram corporation General Civil Work
2026_LSGD_854636_11
DB/62983/2026-27(19)
Open Tender
Civil Works - Buildings
Item Rate
30 days
Thiruvananthapuram Corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,085
Yes
₹12,280
Yes
16 Jul 2026
8 Jun 2026
16 Jun 2026
8 Jun 2026
15 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1building | |||||
| 1.001 | 2.2.1:Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil | - | cum | - | - |
| 1.002 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.003 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 1 | kg | - | - |
| 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) | - | cum | - | - |
| 1.005 | 50.6.3.1:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete | 1 | cum | - | - |
| 1.006 | 13.4.2:12 mm cement plaster of mix:1:6 ( 1 cement : 6 coarse sand) | - | sqm | - | - |
| 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 | - | kg | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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) | - | metre | - | - |
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