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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹19.5 L+₹50,621.14 (2.67%)Accepted-AOC N M 3 638 VP BUILDING | ₹19.5 L+₹50,621.14 (2.67%) | L2 | Accepted-AOC L1 SOCIETY PRIVILAGE |
| 2 | L1₹19.0 LRejected-AOC | ₹19.0 L | L1 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | Nilambur Taluk Labour Contract Co-operative Society Limited L2 | SULFIKER ALI P.P. L1 |
|---|---|---|---|---|---|
| 1.00Building construction | |||||
| 1.00 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 63.44 | cum | 6,388.11 ₹4,05,287.25 | 6,221.96 ₹3,94,746.03 Lowest |
| 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 | 66.51 | cum | 615.62 ₹40,943.65 | 599.61 ₹39,878.86 Lowest |
| 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) | 12.21 | cum | 6,695.57 ₹81,739.52 | 6,521.43 ₹79,613.62 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). | 6.75 | cum | 11,345.53 ₹76,525.6 | 11,050.44 ₹74,535.22 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 42.38 | sqm | 643.89 ₹27,285.48 | 627.14 ₹26,575.68 Lowest |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 40.73 | sqm | 862.54 ₹35,126.94 | 840.11 ₹34,213.48 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1.08 | sqm | 811.32 ₹876.23 | 790.21 ₹853.43 Lowest |
| 1.01 | 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 | 51.42 | cum | 303.61 ₹15,611.32 | 295.72 ₹15,205.63 Lowest |
| 1.01 | OD471520/2025-2026:60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 17.03 | cum | 3,370.59 ₹57,387.67 | 3,282.92 ₹55,895 Lowest |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
6 Mar 2026, 6:00 pmClosed
BLOCK DEVELOPMENT OFFICER
BLOCK DEVELOPMENT OFFICER
MP LADS MPLADS 2025 26 11985 Construction of Building for Government Ayurveda Hospital 2nd phase Chokkad GP Work proposed by Smt Priyanka Gandhi Vdra Hona 39 ble MP LS Wayanad General
2026_CRD_841411_1
BDO/KKV/BP/11/25-26
Open Tender
Civil Works - Others
Item Rate
90 days
KALIKAVU BLOCK PANCHAYTH
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
10 Sept 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building construction | |||||
| 1.001 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 63.44 | cum | - | - |
| 1.002 | 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 | 66.51 | cum | - | - |
| 1.003 | 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) | 12.21 | cum | - | - |
| 1.004 | 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). | 6.75 | cum | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 42.38 | sqm | - | - |
| 1.006 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 40.73 | sqm | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1.08 | sqm | - | - |
| 1.008 | 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 | 51.42 | cum | - | - |
| 1.009 | OD471520/2025-2026:60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 17.03 | cum | - | - |
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