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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC | ₹8.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.3 L+₹765.11 (0.09%)Rejected-AOC | ₹8.3 L+₹765.11 (0.09%) | L2 | Rejected-AOC L2 |
| 3 | L3₹8.4 L+₹10,605.67 (1.28%)Rejected-AOC PADINJARE VEETTIL KUNIYAN KARIVELLUR | ERNAKULAM | KERALA | 680667 | ₹8.4 L+₹10,605.67 (1.28%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | KRISHNAN P V L3 | T V RAJAN L1 | M SUKUMARAN L2 |
|---|---|---|---|---|---|---|
| 1.00Detailed estimate | ||||||
| 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 | 6.77 | cum | 291.76 ₹1,974.63 | 288.06 ₹1,949.59 Lowest | 288.33 ₹1,951.42 |
| 1.00 | OD29099/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35 x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc | 10.22 | cum | 5,911.51 ₹60,403.81 | 5,836.68 ₹59,639.2 Lowest | 5,842.12 ₹59,694.78 |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 9.01 | cum | 591.58 ₹5,327.77 | 584.09 ₹5,260.31 Lowest | 584.64 ₹5,265.27 |
| 1.00 | OD29108/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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 .complete | 19.45 | cum | 6,627.21 ₹1,28,872.73 | 6,543.32 ₹1,27,241.4 Lowest | 6,549.42 ₹1,27,360.02 |
| 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) | 1.61 | cum | 6,434.1 ₹10,352.47 | 6,352.66 ₹10,221.43 Lowest | 6,358.58 ₹10,230.96 |
| 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). | 9.95 | cum | 10,902.47 ₹1,08,457.77 | 10,764.47 ₹1,07,084.95 Lowest | 10,774.5 ₹1,07,184.73 |
| 1.01 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 5.17 | sqm | 668.97 ₹3,461.92 | 660.51 ₹3,418.14 Lowest | 661.12 ₹3,421.3 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 44.14 | sqm | 779.63 ₹34,411.31 | 769.76 ₹33,975.67 Lowest | 770.48 ₹34,007.45 |
| 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 | 911.07 | kg | 91.18 ₹83,071.36 | 90.03 ₹82,023.63 Lowest | 90.11 ₹82,096.52 |
Tender Value
Refer Docs
EMD Value
₹24,117
Closing Date
20 Jul 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer PWD Buildings Sub Division Taliparamba
DEPOSITGovt Homeo Dispensary at Kanayi in Payyannur Municipality Construction Additional of Stair room and Other minor works for GovtHomeo Dispensary at Kanayi in Payyannur Municipality General Civil Work
2026_PWD_860226_1
D1/TN/09/2026 -27
Open Tender
Civil Works - Buildings
Item Rate
180 days
Kanayi
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,130
Yes
₹24,117
Yes
11 Aug 2026
13 Jul 2026
23 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed estimate | |||||
| 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 | 1 | cum | - | - |
| 1.002 | OD29099/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35 x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc | 1 | cum | - | - |
| 1.003 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | - | cum | - | - |
| 1.004 | OD29108/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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 .complete | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 1 | sqm | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
| 1.009 | 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 | - | - |
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