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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.8 L+₹4,122.96 (0.86%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹5.2 L+₹39,584.48 (8.25%)Rejected-Finance | L3 | Rejected-Finance HIGH RATE | |
| 4 | L4₹5.2 L+₹41,531.81 (8.65%)Rejected-Finance | L4 | Rejected-Finance HIGH RATE | |
| 5 | L5₹5.3 L+₹48,013.12 (10.0%)Rejected-Finance | L5 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | NASIR K A L5 | ABDUL NAVAS BM L1 | C.K SUBAIR L6 | ABDUL RISHAD P A L2 | ABDUL KHADER FAIZAL A M L4 | ANIL KUMAR M L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00PANOOR SCHOOL | |||||||||
| 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 | 246.25 | cum | 215.55 ₹53,079.19 | 196 ₹48,265 Lowest | 218.46 ₹53,795.78 | 197.79 ₹48,705.79 | 211.64 ₹52,116.35 | 211.64 ₹52,116.35 |
| 1.00 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 25.2 | cum | 433.22 ₹10,917.14 | 394.34 ₹9,937.37 Lowest | 439.14 ₹11,066.33 | 397.52 ₹10,017.5 | 425.35 ₹10,718.82 | 425.35 ₹10,718.82 |
| 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) | 3.78 | cum | 6,637.27 ₹25,088.88 | 6,041.66 ₹22,837.47 Lowest | 6,726.96 ₹25,427.91 | 6,090.38 ₹23,021.64 | 6,516.71 ₹24,633.16 | 6,516.71 ₹24,633.16 |
| 1.00 | OD547808/2025-2026: 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.(Data from 60.7.1 ) | 88.52 | cum | 3,340 ₹2,95,640.1 | 3,031 ₹2,68,288.97 Lowest | 3,386.39 ₹2,99,746.31 | 3,056.29 ₹2,70,527.51 | 3,310 ₹2,92,984.65 | 3,288 ₹2,91,037.32 |
| 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) | 5.31 | cum | 8,775.73 ₹46,599.13 | 7,988.22 ₹42,417.45 Lowest | 8,894.31 ₹47,228.79 | 8,052.64 ₹42,759.52 | 8,616.32 ₹45,752.66 | 8,616.32 ₹45,752.66 |
| 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 | 366.98 | kilogram | 94.06 ₹34,517.67 | 85.62 ₹31,420.4 Lowest | 95.33 ₹34,983.73 | 86.31 ₹31,673.61 | 92.35 ₹33,890.14 | 92.35 ₹33,890.14 |
| 1.01 | OD547901/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. (Modified of DAR 60.6) | 27 | metre | 135.64 ₹3,662.28 | 123.47 ₹3,333.69 | 101.79 ₹2,748.33 Lowest | 124.47 ₹3,360.69 | 133.18 ₹3,595.86 | 133.18 ₹3,595.86 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 12.6 | sqm | 638.3 ₹8,042.58 | 581.01 ₹7,320.73 Lowest | 646.92 ₹8,151.19 | 585.7 ₹7,379.82 | 626.7 ₹7,896.42 | 626.7 ₹7,896.42 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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. | 67.6 | cum | 262.6 ₹17,751.76 | 241 ₹16,291.6 Lowest | 270.06 ₹18,256.06 | 244.5 ₹16,528.2 | 261.62 ₹17,685.51 | 261.62 ₹17,685.51 |
Tender Value
₹5.9 L
EMD Value
₹14,830
Closing Date
10 Jul 2026, 1:00 pmClosed
REESHNA VENU
MULIYAR GP
Annual Plan-MULIYAR GP PANOOR G L P S RENOVATION-PROJECT NO 51/25-26
2026_LSGD_858639_7
01/26-27/AE/LID EW/MLR
Open Tender
Civil Works - Buildings
Item Rate
180 days
MULIYAR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,830
Yes
24 Sept 2026
3 Jul 2026
13 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PANOOR SCHOOL | |||||
| 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 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD547808/2025-2026: 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.(Data from 60.7.1 ) | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD547901/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. (Modified of DAR 60.6) | - | metre | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.009 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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. | 1 | cum | - | - |
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