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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Fee/PreQual/Technical/Finance KARIKKAKATHIL VEEDU KOCHUPLACHERY PUNALOOR | ALAPPUZHA | KERALA | 686534 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.8 L+₹23,991.07 (6.83%)Admitted-Fee/PreQual/Technical/Finance PATHANAPURAM KERALA | IDUKKI | KERALA | 685533 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SASI S L2 | AKHIL. U L1 |
|---|---|---|---|---|---|
| 1.00MAINTENANCE OF ANGANVADI | |||||
| 1.00 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 175.46 | sqm | 49 ₹8,597.74 | 47 ₹8,246.81 Lowest |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 0.33 | cum | 1,383 ₹455.01 | 1,290 ₹424.41 Lowest |
| 1.00 | 15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm | 17.59 | sqm | 104 ₹1,829.78 | 97 ₹1,706.62 Lowest |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 175.46 | sqm | 328 ₹57,552.19 | 307 ₹53,867.45 Lowest |
| 1.00 | 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). | 0.22 | cum | 11,963 ₹2,607.93 | 11,157 ₹2,432.23 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 2.66 | sqm | 678 ₹1,801.45 | 633 ₹1,681.88 Lowest |
| 1.01 | 50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood | 0.14 | cum | 1,00,622 ₹14,087.08 | 93,839 ₹13,137.46 Lowest |
| 1.01 | 50.9.2.1:Providing and fixing paneled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineerin - charge using Anjili/ Jack wood | 3.1 | sqm | 3,108 ₹9,650.34 | 2,900 ₹9,004.5 Lowest |
| 1.01 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 17.52 | kg | 98 ₹1,716.96 | 92.5 ₹1,620.6 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
9 Oct 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LIDEW Section Pattazhy Grama Panchayat
ANNUAL PLAN 2026 27 IMPROVEMENTS OF ANAGNAVADI NO 90 MUTHIRAPPARA IN WARD 13 IN PATTAZHY GP PRO NO 233
2026_LSGD_874354_3
03/AE/LIDEW/PATZHY/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
PATTAZHY
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,585
Yes
13 Oct 2026
1 Oct 2026
13 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MAINTENANCE OF ANGANVADI | |||||
| 1.001 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 175.46 | sqm | - | - |
| 1.002 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 0.33 | cum | - | - |
| 1.003 | 15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm | 17.59 | sqm | - | - |
| 1.004 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 175.46 | sqm | - | - |
| 1.005 | 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). | 0.22 | cum | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 2.66 | sqm | - | - |
| 1.007 | 50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood | 0.14 | cum | - | - |
| 1.008 | 50.9.2.1:Providing and fixing paneled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineerin - charge using Anjili/ Jack wood | 3.11 | sqm | - | - |
| 1.009 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 17.52 | kg | - | - |
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