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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.6 LAccepted-AOC | ₹13.6 L | 1 | Accepted-AOC LOWEST |
| 2 | 2₹14.6 LRejected-AOC | ₹14.6 L | 2 | Rejected-AOC HIGHEST |
| Sl No | Description | Qty | Unit | PRASOON KV L2 | AMALJITH S L1 |
|---|---|---|---|---|---|
| 1.00Compound wall construction | |||||
| 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 | 65.64 | cum | 362.6 ₹23,800.70 | 335.74 ₹22,037.64 |
| 1.00 | OD443200/2025-2026:Laterite masonry in c.m. 1:6 for foundation and basement using laterite stones of size 35x20x20 or nearest size including cost and conveyance of all materials and all labour charges etc complete | 119.97 | cum | 7,015.7 ₹8.4 L | 6,496.02 ₹7.8 L |
| 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) | 2.36 | cum | 7,996.35 ₹18,903.37 | 7,404.03 ₹17,503.13 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.45 | cum | 8,637.69 ₹81,626.17 | 7,997.86 ₹75,579.78 |
| 1.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.73 | cum | 10,572.68 ₹18,301.31 | 9,789.52 ₹16,945.66 |
| 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 | 2.66 | sqm | 389.24 ₹1,035.38 | 360.41 ₹958.69 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.73 | cum | 12,874.36 ₹9,462.65 | 11,920.7 ₹8,761.71 |
| 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 | 131.65 | kilogram | 113.32 ₹14,918.58 | 104.93 ₹13,814.03 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 8.4 | sqm | 1,016.61 ₹8,539.52 | 941.31 ₹7,907 |
Updated dates
Tender Value
₹13.6 L
EMD Value
₹33,896
Closing Date
16 Mar 2026, 12:00 pmClosed
ASSISTANT ENGINEER
LID EW SECTION TRIPANGOTTUR
Compound wall
2026_LSGD_843855_3
AE/LSGD/TGPR-2/26
Open Tender
Civil Works - Buildings
180 days
trippangottur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,896
Yes
20 May 2026
6 Mar 2026
17 Mar 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
Compound wall construction
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
OD443200/2025-2026:Laterite masonry in c.m. 1:6 for foundation and basement using laterite stones of size 35x20x20 or nearest size including cost and conveyance of all materials and all labour charges etc complete
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)
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
13.28.3:12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) :Raised Band
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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