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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.9 LAccepted-AOC | 1 | Accepted-AOC LOW RATE | |
| 2 | 2₹3.9 L+₹2,057.61 (0.53%)Rejected-Finance | 2 | Rejected-Finance HIGH RATE | |
| 3 | 3₹3.9 L+₹5,044.53 (1.29%)Rejected-Finance | 3 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | K V PRADEESH L1 | KCN CONSTRUCTION LLP L3 | Ajith E P L2 |
|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF COMPOUND WALL IMPROVEMENT WORKS | ||||||
| 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 | 5.43 | cum | 318.95 ₹1,733.17 | 312.91 ₹1,700.35 | 310.56 ₹1,687.58 Lowest |
| 1.00 | OD443807/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | 15.18 | cum | 5,540.7 ₹84,080.12 Lowest | 6,054.29 ₹91,873.85 | 6,008.8 ₹91,183.54 |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 139.55 | sqm | 327.85 ₹45,751.47 | 321.64 ₹44,884.86 | 319.22 ₹44,547.15 Lowest |
| 1.00 | 13.51.2:Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces:Two coats | 139.55 | sqm | 133 ₹18,560.15 Lowest | 144.7 ₹20,192.89 | 143.6 ₹20,039.38 |
| 1.00 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 396 | kg | 158.2 ₹62,647.2 | 155.21 ₹61,463.16 | 154 ₹60,984 Lowest |
| 1.01 | 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 | 13.36 | kg | 165.85 ₹2,215.09 | 162.71 ₹2,173.15 | 161.5 ₹2,156.99 Lowest |
| 1.01 | 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 | 18 | sqm | 146.18 ₹2,631.24 | 143.41 ₹2,581.38 | 142.33 ₹2,561.94 Lowest |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 3.11 | cum | 395.2 ₹1,229.07 | 387.71 ₹1,205.78 | 384.8 ₹1,196.73 Lowest |
| 1.01 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 0.14 | cum | 7,376.98 ₹1,062.29 Lowest | 7,883.31 ₹1,135.2 | 7,824.11 ₹1,126.67 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
3 Mar 2026, 12:00 pmClosed
ASSISTANT ENGINEER
KURUMATHUR GP
153/26 CONSTRUCTION OF COMPOUNDWALL IMPROVEMENT WORKS OF BAVUPARAMBA PAKALVEEDU
2026_LSGD_839632_2
AE/KMTR/TN/09/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
KURUMATHUR GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,593
Yes
7 Jul 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF COMPOUND WALL IMPROVEMENT WORKS | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD443807/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | - | cum | - | - |
| 1.003 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.004 | 13.51.2:Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces:Two coats | - | sqm | - | - |
| 1.005 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | - | kg | - | - |
| 1.006 | 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 | 1 | kg | - | - |
| 1.007 | 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 | - | sqm | - | - |
| 1.008 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 1 | cum | - | - |
| 1.009 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
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