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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC LOW RATE |
| 2 | L2₹3.4 L+₹21,957.32 (6.91%)Rejected-AOC | ₹3.4 L+₹21,957.32 (6.91%) | L2 | Rejected-AOC HIGH RATE |
| 3 | L3₹3.5 L+₹27,951.28 (8.80%)Rejected-Finance | ₹3.5 L+₹27,951.28 (8.80%) | L3 | Rejected-Finance HIGH RATE |
| 4 | L4₹3.5 L+₹28,247.47 (8.89%)Rejected-Finance | ₹3.5 L+₹28,247.47 (8.89%) | L4 | Rejected-Finance HIGH RATE |
| 5 | L5₹3.9 L+₹71,551.03 (22.5%)Rejected-Finance | ₹3.9 L+₹71,551.03 (22.5%) | L5 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | SHARANKUMAR K M L5 | ABDUL NAVAS BM L2 | ABDUL KHADER FAIZAL A M L4 | SHARAFUDHEEN M K L3 | ABDUL RISHAD P A L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00RENOVATION | ||||||||
| 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 | 7.4 | cum | 311.81 ₹2,307.39 | 272.12 ₹2,013.69 | 277.16 ₹2,050.98 | 276.87 ₹2,048.84 | 254.52 ₹1,883.45 Lowest |
| 1.00 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 28 | sqm | 30.59 ₹856.52 | 26.69 ₹747.32 | 27.18 ₹761.04 | 27.16 ₹760.48 | 24.96 ₹698.88 Lowest |
| 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) | 0.5 | cum | 6,876.21 ₹3,438.11 | 6,000.83 ₹3,000.42 | 6,112.03 ₹3,056.02 | 6,105.68 ₹3,052.84 | 5,612.76 ₹2,806.38 Lowest |
| 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) | 1.32 | cum | 9,091.66 ₹12,000.99 | 7,934.23 ₹10,473.18 | 8,081.25 ₹10,667.25 | 8,072.87 ₹10,656.19 | 7,421.14 ₹9,795.9 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 9.2 | sqm | 334.72 ₹3,079.42 | 292.11 ₹2,687.41 | 297.52 ₹2,737.18 | 297.21 ₹2,734.33 | 273.22 ₹2,513.62 Lowest |
| 1.01 | OD514886/2025-2026:Steel work for purlin/single section withMS 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 | 1,119.54 | kg | 132.68 ₹1,48,541.1 | 113.38 ₹1,26,933.9 | 115.48 ₹1,29,284.94 | 120.35 ₹1,34,737.12 | 106.05 ₹1,18,727.64 Lowest |
| 1.01 | 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 161.04 | sqm | 729.97 ₹1,17,554.37 | 637.04 ₹1,02,588.92 | 648.84 ₹1,04,489.19 | 648.17 ₹1,04,381.3 | 595.84 ₹95,954.07 Lowest |
| 1.01 | 50.18.9.8.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching and refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2 | 9 | metre | 320.99 ₹2,888.91 | 313.55 ₹2,821.95 | 319.36 ₹2,874.24 | 285.02 ₹2,565.18 Lowest | 293.27 ₹2,639.43 |
| 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 | 136.39 | kilogram | 97.45 ₹13,291.6 | 85.04 ₹11,598.95 | 86.62 ₹11,814.45 | 86.53 ₹11,802.17 | 79.54 ₹10,848.78 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,559
Closing Date
10 Jul 2026, 3:00 pmClosed
REESHNA VENU
MULIYAR GP
Annual Plan-MULIYAR GP- BAVIKKARA SCHOOL INTERLOCK MAINTANANCE-PRO.NO 182/25-26
2026_LSGD_858639_9
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
₹935
Yes
₹10,559
Yes
5 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 |
|---|---|---|---|---|---|
| 1RENOVATION | |||||
| 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 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | - | sqm | - | - |
| 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) | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.006 | OD514886/2025-2026:Steel work for purlin/single section withMS 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 | 0.6 | kg | - | - |
| 1.007 | 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 1 | sqm | - | - |
| 1.008 | 50.18.9.8.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching and refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2 | - | metre | - | - |
| 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 | 0.6 | kilogram | - | - |
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