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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | RENNY MON L2 | Sinoj M George L1 |
|---|---|---|---|---|---|
| 1.00ICDP Subcentre Moukode | |||||
| 1.00 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | 2 | each | 359.7 ₹719.4 | 357.06 ₹714.12 Lowest |
| 1.00 | OD31508/2026-2027:Demolishing Laterite masonry 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 (Modified from 15.7.4) | 2.87 | cum | 2,018.48 ₹5,801.11 | 2,003.63 ₹5,758.43 Lowest |
| 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 | 0.52 | cum | 340.92 ₹177.28 | 338.41 ₹175.97 Lowest |
| 1.00 | OD30995/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 0.86 | cum | 5,760.7 ₹4,971.48 | 5,718.32 ₹4,934.91 Lowest |
| 1.00 | OD31759/2026-2027: Laterite masonry with neatly dressed laterite stone of size 35 x 20 x 20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 2.52 | cum | 6,635.59 ₹16,734.96 | 6,586.77 ₹16,611.83 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 | 2.28 | sqm | 723 ₹1,648.44 | 717.68 ₹1,636.31 Lowest |
| 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). | 0.21 | cum | 12,739.29 ₹2,649.77 | 12,645.57 ₹2,630.28 Lowest |
| 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 | 14.56 | kilogram | 106.54 ₹1,551.22 | 105.76 ₹1,539.87 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 33.11 | sqm | 350.42 ₹11,602.41 | 347.85 ₹11,517.31 Lowest |
Tender Value
₹3.8 L
EMD Value
₹9,529
Closing Date
28 Jul 2026, 1:00 pmClosed
Assistant Engineer
The Assistant Engineer, LID and EW Section, West Eleri GP,PIN671314
WEGP-PR.NO.139/2026-27-MOUKKOD KAPATHI ICDP SUBCENTERS RENNOVATION
2026_LSGD_860926_6
AE/LSGD/WEGP/01/TN/2026-27
Open Tender
Civil Works - Buildings
Item Rate
360 days
WEST ELERI GRAMA PANCHAYATH
Please refer Tender documents.
8 documents required · 8 mandatory
₹840
Yes
₹9,529
Yes
24 Sept 2026
18 Jul 2026
29 Jul 2026
18 Jul 2026
28 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ICDP Subcentre Moukode | |||||
| 1.001 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | - | each | - | - |
| 1.002 | OD31508/2026-2027:Demolishing Laterite masonry 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 (Modified from 15.7.4) | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD30995/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.005 | OD31759/2026-2027: Laterite masonry with neatly dressed laterite stone of size 35 x 20 x 20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 1 | 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 | 1 | sqm | - | - |
| 1.007 | 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). | 1 | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
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