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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.4 L+₹12,969.34 (2.08%)Admitted-Fee/PreQual/Technical/Finance | ₹6.4 L+₹12,969.34 (2.08%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹6.4 L+₹21,658.92 (3.48%)Admitted-Fee/PreQual/Technical/Finance | ₹6.4 L+₹21,658.92 (3.48%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹6.5 L+₹31,108.68 (4.99%)Admitted-Fee/PreQual/Technical/Finance | ₹6.5 L+₹31,108.68 (4.99%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹6.6 L+₹35,480.95 (5.70%)Admitted-Fee/PreQual/Technical/Finance | ₹6.6 L+₹35,480.95 (5.70%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JOB.T.J L3 | Dayanandababu L2 | SASIKUMAR K K L5 | MEERA G R L1 | Krishnakumar.g L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00construction of compound wall | ||||||||
| 1.00 | 15.7.4: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 cement mortar | 26.32 | cum | 1,900 ₹50,017.5 Lowest | 1,997.78 ₹52,591.56 | 2,068.5 ₹54,453.26 | 1,957.5 ₹51,531.19 | 2,054 ₹54,071.55 |
| 1.00 | OD111204/2026-2027:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 18.72 | cum | 650 ₹12,168 Lowest | 710.55 ₹13,301.5 | 735.7 ₹13,772.3 | 688 ₹12,879.36 | 730 ₹13,665.6 |
| 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 | 28.08 | cum | 300 ₹8,424 Lowest | 337.41 ₹9,474.47 | 349.36 ₹9,810.03 | 330.6 ₹9,283.25 | 347.06 ₹9,745.44 |
| 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) | 7.02 | cum | 7,000 ₹49,140 Lowest | 7,441.05 ₹52,236.17 | 7,704.42 ₹54,085.03 | 7,290 ₹51,175.8 | 7,653.66 ₹53,728.69 |
| 1.00 | OD111203/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site based on Specification code: 60.7.8 | 9.36 | cum | 1,700 ₹15,912 | 1,609.49 ₹15,064.83 | 1,666.46 ₹15,598.07 | 1,576 ₹14,751.36 Lowest | 1,655.49 ₹15,495.39 |
| 1.01 | OD110998/2026-2027: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 ( Based on 60.7.1) | 27.5 | cum | 3,900 ₹1,07,230.5 | 3,745.86 ₹1,02,992.42 | 3,878.45 ₹1,06,637.98 | 3,676 ₹1,01,071.62 Lowest | 3,852.9 ₹1,05,935.49 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 35.1 | sqm | 725 ₹25,447.5 | 715.58 ₹25,116.86 | 740.9 ₹26,005.59 | 701 ₹24,605.1 Lowest | 736.03 ₹25,834.65 |
| 1.01 | 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) | 7.02 | cum | 10,000 ₹70,200 | 9,838.46 ₹69,065.99 | 10,186.69 ₹71,510.56 | 9,640 ₹67,672.8 Lowest | 10,119 ₹71,035.38 |
| 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 | 610.74 | kilogram | 110 ₹67,181.4 | 105.45 ₹64,402.53 | 109.19 ₹66,686.7 | 103 ₹62,906.22 Lowest | 108.48 ₹66,253.08 |
Tender Value
₹6.8 L
EMD Value
₹16,947
Closing Date
10 Sept 2026, 10:00 amClosed
Assistant Engineer, LID-EW Section, Thuravur GP
Assistant Engineer, LID-EW Section, Thuravur GP
Annual Plan-Thuravur GP-Project No 108-26-27 Construction of compound wall for Panchayath L P School second stage in Ward 14 Thuravoor GP
2026_LSGD_867128_1
1/TENDER/AE/LIDEW/TVR/26-27
Open Tender
Civil Works - Others
EPC Contract
Thuravur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,947
Yes
11 Sept 2026
2 Sept 2026
11 Sept 2026
2 Sept 2026
10 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1construction of compound wall | |||||
| 1.001 | 15.7.4: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 cement mortar | 1 | cum | - | - |
| 1.002 | OD111204/2026-2027:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 1 | cum | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | OD111203/2026-2027:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site based on Specification code: 60.7.8 | 1 | cum | - | - |
| 1.006 | OD110998/2026-2027: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 ( Based on 60.7.1) | - | cum | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.008 | 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 | cum | - | - |
| 1.009 | 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 | - | - |
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