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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-AOC | ₹2.2 L Quoted ₹11.3 L | L1 | Accepted-AOC L,1 AGREMENT EXCUTED |
| 2 | L2₹11.9 L+₹61,400.04 (5.45%)Rejected-Finance | ₹11.9 L+₹61,400.04 (5.45%) | L2 | Rejected-Finance L2 |
| 3 | L3₹12.3 L+₹1.1 L (9.33%)Rejected-Finance ASHAYIL CHENGARA PATHANAMTHITTA | KOTTAYAM | KERALA | 686001 | ₹12.3 L+₹1.1 L (9.33%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | RAJEEV KUMAR P R L1 | ANIL RAJ L2 | RAJESH A BHASKAR L3 |
|---|---|---|---|---|---|---|
| 1.00steel water tank | ||||||
| 1.00 | OD507643/2025-2026:Supply, installation and commissioning of a pre-engineered, pre-fabricated, factory Manufactured vertical conical shaped cylinder steel storage Water Tank having a capacity of 5000 L, thickness of 0.8 mm, internal diameter 1420mm , Height 3200mm,cone depth 140mm.Shell material SS 304 Sheet 0.8mm,material dish SS 304 sheet 0.8mm,Inlet and outlet and drain out 2 inch stainless steel, manhole 700mm ID on top dish, Leg 500mm SS 304 3mm angle 8 legs | 10,000 | per litre | 20.91 ₹2,09,100 Lowest | 22 ₹2,20,000 | 22.8 ₹2,28,000 |
| 2.00civil work for fire stair and Pipe works | ||||||
| 2.00 | 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 | 21.2 | cum | 359.72 ₹7,626.06 Lowest | 360 ₹7,632 | 394 ₹8,352.8 |
| 2.00 | 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) | 2.38 | cum | 7,932.89 ₹18,872.35 Lowest | 7,999 ₹19,029.62 | 8,717 ₹20,737.74 |
| 2.00 | 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) | 6.27 | cum | 10,488.77 ₹65,806.54 Lowest | 10,489 ₹65,807.99 | 11,520 ₹72,276.48 |
| 2.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 15.12 | sqm | 386.16 ₹5,838.74 Lowest | 390 ₹5,896.8 | 420 ₹6,350.4 |
| 2.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 11.52 | sqm | 1,008.55 ₹11,618.5 Lowest | 1,009 ₹11,623.68 | 1,100 ₹12,672 |
| 2.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 14.95 | sqm | 762.88 ₹11,405.06 Lowest | 770 ₹11,511.5 | 837 ₹12,513.15 |
| 2.01 | 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 | 437.5 | kilogram | 112.43 ₹49,188.13 Lowest | 119 ₹52,062.5 | 123 ₹53,812.5 |
Tender Value
₹11.3 L
EMD Value
₹28,173
Closing Date
19 Mar 2026, 3:00 pmClosed
Assistant Executive Engineer
LSGD DIVISION, JILLA PANCHAYATH, PATHANAMTHITTA
Annual Plan- JP PTA 25 -26 PRO NO. 852-- EZHUMATTOOR GOVERMENT HIGHER SECONDARY SCHOOLIL AGNI SURAKSHA SAMVIDHANAM, EZHUMATTOOR GP, KOIPURAM BP - General Civil Work
2026_LSGD_845774_2
13/2025-26/AEE/LID and EW/PTA
Open Tender
Civil Works - Buildings
Item Rate
365 days
Pathanamthitta
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹28,173
Yes
15 Sept 2026
11 Mar 2026
23 Mar 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1steel water tank | |||||
| 1.001 | OD507643/2025-2026:Supply, installation and commissioning of a pre-engineered, pre-fabricated, factory Manufactured vertical conical shaped cylinder steel storage Water Tank having a capacity of 5000 L, thickness of 0.8 mm, internal diameter 1420mm , Height 3200mm,cone depth 140mm.Shell material SS 304 Sheet 0.8mm,material dish SS 304 sheet 0.8mm,Inlet and outlet and drain out 2 inch stainless steel, manhole 700mm ID on top dish, Leg 500mm SS 304 3mm angle 8 legs | 10,000 | per litre | - | - |
| 2civil work for fire stair and Pipe works | |||||
| 2.001 | 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 | 21.2 | cum | - | - |
| 2.002 | 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) | 2.38 | cum | - | - |
| 2.003 | 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) | 6.27 | cum | - | - |
| 2.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 15.12 | sqm | - | - |
| 2.005 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 11.52 | sqm | - | - |
| 2.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 14.95 | sqm | - | - |
| 2.007 | 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 | 437.5 | kilogram | - | - |
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