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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Fee/PreQual/Technical/Finance KULATHUR | THENI | TAMIL NADU | 625203 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.6 L+₹15,941.32 (4.58%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.7 L+₹18,651.16 (5.36%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.8 L+₹28,052.99 (8.06%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹3.8 L+₹30,850.77 (8.86%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DAS.J L1 | WILFERRAJ.D L8 | JINEESH S H L10 | CHANDRA MOHANAN R L4 | ANTONY S R L2 | KIRANDAS Y L L9 | Vijayan L3 | AJIN S L7 | Akshay S Babu L5 | ARUNRAJ R T L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF COMPOUND WALL | |||||||||||||
| 1.00 | OD117063/2026-2027:Engaged labor for clearing the site | 3 | Day | 826.13 ₹2,478.39 Lowest | 918.16 ₹2,754.48 | 940 ₹2,820 | 892.71 ₹2,678.13 | 863.96 ₹2,591.88 | 927.01 ₹2,781.03 | 870 ₹2,610 | 907.1 ₹2,721.3 | 899.35 ₹2,698.05 | 903.78 ₹2,711.34 |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 3.02 | cum | 914.04 ₹2,764.06 Lowest | 1,015.87 ₹3,071.99 | 1,039 ₹3,141.94 | 987.71 ₹2,986.84 | 955.9 ₹2,890.64 | 1,025.66 ₹3,101.6 | 963 ₹2,912.11 | 1,003.63 ₹3,034.98 | 995.06 ₹3,009.06 | 999.96 ₹3,023.88 |
| 1.00 | 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar | 2.02 | cum | 556.31 ₹1,121.52 Lowest | 618.29 ₹1,246.47 | 633 ₹1,276.13 | 601.15 ₹1,211.92 | 581.79 ₹1,172.89 | 624.25 ₹1,258.49 | 586 ₹1,181.38 | 610.74 ₹1,231.25 | 605.62 ₹1,220.93 | 608.61 ₹1,226.96 |
| 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 | 17.41 | cum | 274.61 ₹4,781.51 Lowest | 305.21 ₹5,314.32 | 312 ₹5,432.54 | 296.75 ₹5,167.01 | 287.19 ₹5,000.55 | 308.15 ₹5,365.51 | 290 ₹5,049.48 | 301.53 ₹5,250.24 | 298.95 ₹5,205.32 | 300.43 ₹5,231.09 |
| 1.00 | OD137109/2026-2027:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including
packing to compactness to lines and levels,cost andconveyance of all material labour charges
etc. complete as per approved drawing and relevanttechanical specifications. | 27.66 | cum | 4,187.23 ₹1,15,818.78 Lowest | 4,653.73 ₹1,28,722.17 | 4,765 ₹1,31,799.9 | 4,524.76 ₹1,25,154.86 | 4,378.99 ₹1,21,122.86 | 4,698.58 ₹1,29,962.72 | 4,413 ₹1,22,063.58 | 4,597.66 ₹1,27,171.28 | 4,558.4 ₹1,26,085.34 | 4,580.84 ₹1,26,706.03 |
| 1.01 | OD136817/2026-2027:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including packing to compactness to lines and levels,cost andconveyance of all material labour charges etc. complete as per approved drawing and relevanttechanical specifications. Using Departmental Stone | 2.12 | cum | 2,531.32 ₹5,358.8 Lowest | 2,813.33 ₹5,955.82 | 2,881 ₹6,099.08 | 2,735.37 ₹5,790.78 | 2,647.25 ₹5,604.23 | 2,840.45 ₹6,013.23 | 2,668 ₹5,648.16 | 2,779.44 ₹5,884.07 | 2,755.71 ₹5,833.84 | 2,769.27 ₹5,862.54 |
| 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 | 158.59 | kilogram | 85.82 ₹13,610.45 Lowest | 95.38 ₹15,126.6 | 97.6 ₹15,478.68 | 92.74 ₹14,707.91 | 89.75 ₹14,233.72 | 96.3 ₹15,272.51 | 91 ₹14,431.96 | 94.23 ₹14,944.22 | 93.42 ₹14,815.76 | 93.89 ₹14,890.3 |
| 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 | 12.58 | sqm | 294.79 ₹3,707.28 Lowest | 327.63 ₹4,120.27 | 335 ₹4,212.96 | 318.55 ₹4,006.08 | 308.29 ₹3,877.06 | 330.79 ₹4,160.02 | 311 ₹3,911.14 | 323.69 ₹4,070.73 | 320.92 ₹4,035.89 | 322.5 ₹4,055.76 |
| 1.01 | 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) | 3.14 | cum | 7,606.42 ₹23,914.58 Lowest | 8,453.84 ₹26,578.87 | 8,650 ₹27,195.6 | 8,219.57 ₹25,842.33 | 7,954.76 ₹25,009.77 | 8,535.32 ₹26,835.05 | 8,016 ₹25,202.3 | 8,351.99 ₹26,258.66 | 8,280.68 ₹26,034.46 | 8,321.43 ₹26,162.58 |
Tender Value
₹4.7 L
EMD Value
₹11,652
Closing Date
12 Oct 2026, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASST ENGINEER LID AND EW SECTION THIRUPURAMGP
CONSTRUCTION OF A COMPOUND WALL AT PARANIYAM GOVT L P SCHOOL PROJECT NO 82
2026_LSGD_875742_3
02/AE/LIDEW/26-27
Open Tender
Civil Works - Buildings
Item Rate
90 days
ERUVAIKONAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,030
Yes
₹11,652
Yes
15 Oct 2026
3 Oct 2026
15 Oct 2026
3 Oct 2026
12 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF COMPOUND WALL | |||||
| 1.001 | OD117063/2026-2027:Engaged labor for clearing the site | 3 | Day | - | - |
| 1.002 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 3.02 | cum | - | - |
| 1.003 | 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar | 2.02 | cum | - | - |
| 1.004 | 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 | 17.41 | cum | - | - |
| 1.005 | OD137109/2026-2027:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including
packing to compactness to lines and levels,cost andconveyance of all material labour charges
etc. complete as per approved drawing and relevanttechanical specifications. | 27.66 | cum | - | - |
| 1.006 | OD136817/2026-2027:DRY RUBBLE MASONRY with hard stone in foundation and superstructure including packing to compactness to lines and levels,cost andconveyance of all material labour charges etc. complete as per approved drawing and relevanttechanical specifications. Using Departmental Stone | 2.12 | cum | - | - |
| 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 | 158.59 | kilogram | - | - |
| 1.008 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 12.58 | sqm | - | - |
| 1.009 | 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) | 3.14 | cum | - | - |
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