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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAccepted-Finance VELLIYAMATTOM GRAMA PANCHAYATH KARYALAYAM PANNIMATTOM P O IDUKKI DISTRICT 685 588 KERALA | IDUKKI | KERALA | 685588 | ₹20.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹21.4 L+₹52,318.20 (2.51%)Accepted-Finance ATTUPUZHA VENDOR AMACHANDRAN NAIR | KOTTAYAM | KERALA | 686102 | ₹21.4 L+₹52,318.20 (2.51%) | L2 | Accepted-Finance L2 |
| 3 | L3₹22.2 L+₹1.3 L (6.44%)Rejected-Finance KUPPASSERIYIL VALARA P O ADIMALY GRAMA PANCHAYAT | ₹22.2 L+₹1.3 L (6.44%) | L3 | Rejected-Finance L3 |
| 4 | L4₹22.3 L+₹1.4 L (6.83%)Rejected-Finance NIRAPPEL MUDAVOOR P O | KANNUR | KERALA | 670612 | ₹22.3 L+₹1.4 L (6.83%) | L4 | Rejected-Finance L4 |
| 5 | L5₹23.5 L+₹2.6 L (12.7%)Rejected-Finance NOT AVAILABLE | ₹23.5 L+₹2.6 L (12.7%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | NASSAR T K L2 | Abdul Shameer P S L1 | Cods Constructions L5 | K K ISMAIL L4 | Aneesh Kuppasseriyil Venu L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Maintenance Estimate | ||||||||
| 1.00 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 475.5 | sqm | 65.09 ₹30,950.3 | 63.5 ₹30,194.25 Lowest | 71.54 ₹34,017.27 | 67.75 ₹32,215.13 | 67.59 ₹32,139.05 |
| 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 | 5.74 | cum | 1,827.4 ₹10,494.76 | 1,782.67 ₹10,237.87 Lowest | 2,008.43 ₹11,534.41 | 1,901.94 ₹10,922.84 | 1,897.47 ₹10,897.17 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.73 | cum | 2,159.52 ₹1,574.29 | 2,106.67 ₹1,535.76 Lowest | 2,373.46 ₹1,730.25 | 2,247.61 ₹1,638.51 | 2,242.33 ₹1,634.66 |
| 1.00 | 14.82:Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge | 6 | no | 119.13 ₹714.78 | 116.21 ₹697.26 Lowest | 130.93 ₹785.58 | 123.99 ₹743.94 | 123.7 ₹742.2 |
| 1.00 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 16.88 | cum | 6,618.21 ₹1,11,735.24 | 6,456.23 ₹1,09,000.53 Lowest | 7,273.86 ₹1,22,804.58 | 6,888.19 ₹1,16,293.31 | 6,871.99 ₹1,16,019.81 |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 0.95 | cum | 11,533.35 ₹11,002.82 | 11,251.07 ₹10,733.52 Lowest | 12,675.93 ₹12,092.84 | 12,003.83 ₹11,451.65 | 11,975.6 ₹11,424.72 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 9.54 | sqm | 654.55 ₹6,244.41 | 638.53 ₹6,091.58 Lowest | 719.39 ₹6,862.98 | 981.25 ₹9,361.13 | 679.65 ₹6,483.86 |
| 1.01 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 95.4 | kg | 96.46 ₹9,202.28 | 94.1 ₹8,977.14 Lowest | 106.02 ₹10,114.31 | 100.39 ₹9,577.21 | 100.16 ₹9,555.26 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 250.65 | sqm | 317.25 ₹79,518.71 | 309.48 ₹77,571.16 Lowest | 348.68 ₹87,396.64 | 330.19 ₹82,762.12 | 329.42 ₹82,569.12 |
Tender Value
₹24.9 L
EMD Value
₹50,000
Closing Date
6 Jul 2026, 11:00 amClosed
Executive Engineer
Executive Engineer PWD Building Division Idukki
DEPOSIT- ITDP - Premetric hostel (boys), Thodupuzha -Various maintenance workGeneral Civil Work.
2026_PWD_858135_1
03/EE/BL/IDK/2026-27
Open Tender
Civil Works - Buildings
Item Rate
240 days
Thodupuzha
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
22 Sept 2026
30 Jun 2026
8 Jul 2026
30 Jun 2026
6 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance Estimate | |||||
| 1.001 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | - | sqm | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - |
| 1.004 | 14.82:Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge | - | no | - | - |
| 1.005 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1 | cum | - | - |
| 1.006 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | 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 | 1 | sqm | - | - |
| 1.008 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | - | kg | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
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