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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.6 LAccepted-AOC | ₹28.6 L | L1 | Accepted-AOC lowest |
| 2 | L2₹29.3 L+₹69,068.86 (2.41%)Rejected-AOC | ₹29.3 L+₹69,068.86 (2.41%) | L2 | Rejected-AOC second |
| 3 | Rejected-Technical | - | - | Rejected-Technical L14 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L9 |
| Sl No | Description | Qty | Unit | s.jayakumar L11 | VIPIN RAJ N I L7 | shiras L2 | IMAMUDEEN S L15 | JOSE M L13 | Snehalal k L16 | SUNIL R S L10 | ANILKUMAR N L14 | BAIJU. S L9 | Thumpara L12 | B UDAYAKUMAR L4 | YESUDAS C L3 | SULTHANS CONTRACTING & MATERIAL SUPPLY L17 | CHANDRAN.S L8 | Venus Homes L5 | AKHIL S KUMAR L1 | RADHA N L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Compound Wall | ||||||||||||||||||||
| 1.00 | 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 | 240 | cum | 228.32 ₹54,796.8 | 219.37 ₹52,648.8 | 212 ₹50,880 | 246 ₹59,040 | 237.81 ₹57,074.4 | 261 ₹62,640 | 226.82 ₹54,436.8 | 240.7 ₹57,768 | 224 ₹53,760 | 230.96 ₹55,430.4 | 215.42 ₹51,700.8 | 214.45 ₹51,468 | 263.35 ₹63,204 | 223.58 ₹53,659.2 | 200 ₹48,000 | 195 ₹46,800 Lowest | 219 ₹52,560 |
| 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 | 132.52 | cum | 318.81 ₹42,247.43 | 306.31 ₹40,590.98 | 296.01 ₹39,226.06 | 340 ₹45,055.44 | 332.05 ₹44,001.94 | 364 ₹48,235.82 | 316.72 ₹41,970.47 | 336.1 ₹44,538.63 | 312 ₹41,344.99 | 322.49 ₹42,735.08 | 300.79 ₹39,859.49 | 299.43 ₹39,679.27 | 367.72 ₹48,728.78 | 312.19 ₹41,370.17 | 300 ₹39,754.8 | 250 ₹33,129 Lowest | 305 ₹40,417.38 |
| 1.00 | OD40711/2026-2027: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 | 364.09 | cum | 3,539.28 ₹12,88,609.38 | 3,400.48 ₹12,38,073.96 | 3,286.18 ₹11,96,458.7 | 3,800 ₹13,83,534.4 | 3,686.24 ₹13,42,115.75 | 4,041 ₹14,71,279.61 | 3,516.01 ₹12,80,137.05 | 3,731.14 ₹13,58,463.3 | 3,466 ₹12,61,929.01 | 3,580.1 ₹13,03,471.45 | 3,339.25 ₹12,15,780.85 | 3,324.14 ₹12,10,279.48 | 4,082.21 ₹14,86,283.67 | 3,465.79 ₹12,61,852.55 | 3,500 ₹12,74,308 | 3,100 ₹11,28,672.8 Lowest | 3,388 ₹12,33,530.14 |
| 1.00 | OD83582/2026-2027:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) - (7.1.1 modified) | 66.6 | cum | 6,683.97 ₹4,45,152.4 | 6,421.86 ₹4,27,695.88 | 6,205.99 ₹4,13,318.93 | 7,200 ₹4,79,520 | 6,961.51 ₹4,63,636.57 | 7,632 ₹5,08,291.2 | 6,640.03 ₹4,42,226 | 7,046.31 ₹4,69,284.25 | 6,545 ₹4,35,897 | 6,761.06 ₹4,50,286.6 | 6,306.22 ₹4,19,994.25 | 6,277.69 ₹4,18,094.15 | 7,709.31 ₹5,13,440.05 | 6,545.2 ₹4,35,910.32 | 5,500 ₹3,66,300 | 5,600 ₹3,72,960 | 5,416 ₹3,60,705.6 Lowest |
| 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) | 26.01 | cum | 8,830.7 ₹2,29,695.34 | 8,484.4 ₹2,20,687.73 | 8,199.21 ₹2,13,269.65 | 9,543 ₹2,48,222.97 | 9,197.37 ₹2,39,232.79 | 10,083 ₹2,62,268.91 | 8,772.64 ₹2,28,185.14 | 9,309.41 ₹2,42,147.06 | 8,647 ₹2,24,917.12 | 8,932.55 ₹2,32,344.56 | 8,331.62 ₹2,16,713.77 | 8,293.93 ₹2,15,733.41 | 10,185.35 ₹2,64,931.14 | 8,647.37 ₹2,24,926.74 | 8,000 ₹2,08,088 | 7,500 ₹1,95,082.5 Lowest | 8,454 ₹2,19,896.99 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 81.18 | sqm | 342.24 ₹27,783.04 | 328.82 ₹26,693.61 | 317.77 ₹25,796.57 Lowest | 369 ₹29,955.42 | 356.45 ₹28,936.61 | 391 ₹31,741.38 | 339.99 ₹27,600.39 | 360.79 ₹29,288.93 | 335 ₹27,195.3 | 346.19 ₹28,103.7 | 322.9 ₹26,213.02 | 321.44 ₹26,094.5 | 394.74 ₹32,044.99 | 335.13 ₹27,205.85 | 380 ₹30,848.4 | 350 ₹28,413 | 328 ₹26,627.04 |
| 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 | 1,560 | kilogram | 99.64 ₹1,55,438.4 | 95.73 ₹1,49,338.8 | 92.51 ₹1,44,315.6 Lowest | 107 ₹1,66,920 | 103.77 ₹1,61,881.2 | 114 ₹1,77,840 | 98.98 ₹1,54,408.8 | 105.04 ₹1,63,862.4 | 98 ₹1,52,880 | 100.78 ₹1,57,216.8 | 94 ₹1,46,640 | 93.58 ₹1,45,984.8 | 114.92 ₹1,79,275.2 | 97.56 ₹1,52,193.6 | 98 ₹1,52,880 | 108 ₹1,68,480 | 95 ₹1,48,200 |
| 1.01 | 50.6.1.7: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 foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 62.48 | cum | 5,966.47 ₹3,72,755.21 | 5,739.27 ₹3,58,560.89 | 5,546.35 ₹3,46,508.22 | 6,455 ₹4,03,276.13 | 6,221.56 ₹3,88,691.96 | 6,821 ₹4,26,141.98 | 5,934.25 ₹3,70,742.27 | 6,297.35 ₹3,93,426.94 | 5,850 ₹3,65,478.75 | 6,042.42 ₹3,77,500.19 | 5,635.92 ₹3,52,104.1 | 5,610.43 ₹3,50,511.61 | 6,889.88 ₹4,30,445.25 | 5,849.5 ₹3,65,447.51 | 6,200 ₹3,87,345 | 5,855 ₹3,65,791.13 | 5,395 ₹3,37,052.63 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 786.42 | sqm | 327.71 ₹2,57,719.34 | 314.86 ₹2,47,613.78 | 304.27 ₹2,39,285.53 | 353 ₹2,77,608.03 | 341.32 ₹2,68,422.58 | 374 ₹2,94,122.95 | 325.55 ₹2,56,020.66 | 345.47 ₹2,71,686.24 | 321 ₹2,52,442.43 | 331.49 ₹2,60,692.02 | 309.19 ₹2,43,154.75 | 307.79 ₹2,42,053.75 | 377.98 ₹2,97,252.92 | 320.9 ₹2,52,363.78 | 300 ₹2,35,927.5 Lowest | 316 ₹2,48,510.3 | 314 ₹2,46,937.45 |
Tender Value
₹36.4 L
EMD Value
₹50,000
Closing Date
13 Jul 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram District Panchayat
Building
2026_LSGD_858734_1
5b(4)/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
2 Sept 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
13 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Compound Wall | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | 0.4 | cum | - | - |
| 1.003 | OD40711/2026-2027: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 | 0.2 | cum | - | - |
| 1.004 | OD83582/2026-2027:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) - (7.1.1 modified) | 1 | cum | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 50.6.1.7: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 foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
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