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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-Finance | ₹4.2 L | 1 | Accepted-Finance 1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical 2 |
| Sl No | Description | Qty | Unit | BABURAJ ENNAZHIYIL L1 | M V BHAKTHA VALSALAN L2 |
|---|---|---|---|---|---|
| 1.00Park construction | |||||
| 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 | 7.81 | cum | 328.76 ₹2,568.27 | 346.93 ₹2,710.22 |
| 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) | 0.72 | cum | 7,250.08 ₹5,220.06 | 7,650.84 ₹5,508.60 |
| 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 | 20.38 | cum | 666.6 ₹13,582.64 | 703.45 ₹14,333.50 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 7.81 | cum | 291.06 ₹2,273.76 | 307.15 ₹2,399.46 |
| 1.00 | 50.6.1.4: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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 27.43 | cum | 6,166.53 ₹1.7 L | 6,507.4 ₹1.8 L |
| 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). | 0.22 | cum | 12,285.13 ₹2,751.87 | 12,964.2 ₹2,903.98 |
| 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 | 13.44 | kg | 102.74 ₹1,380.83 | 108.42 ₹1,457.16 |
| 1.01 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 81.36 | sqm | 323.18 ₹26,293.92 | 341.04 ₹27,747.01 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 8.64 | sqm | 697.22 ₹6,023.98 | 735.76 ₹6,356.97 |
Updated dates
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
19 Feb 2026, 4:00 pmClosed
RESHMI
PERUMPADAPPU BLOCK
Vayojana park near Beeyam Kayal General Civil Work 2025 26
2026_LSGD_834869_3
06/etender/lsgd/pdp/2025-2026
Open Tender
Civil Works - Others
180 days
PERUMPADAPPU
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,583
Yes
16 May 2026
9 Feb 2026
21 Feb 2026
9 Feb 2026
19 Feb 2026
9 Feb 2026
Park construction
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
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)
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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
50.6.1.4: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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
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).
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
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
OD347084/2025-2026:Tandoor stone (25-40mm thick) flooring over 40 mm ( average) thick base including rubbing and polishing complete with base of baby metal
11.20.1:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
OD347220/2025-2026:Providing and fixing Concrete bench
OD346199/2025-2026:Providing and fixing Granite of any colour and shade for name board of required size laid over base of C M 1:4(1 cement : 4 course sand) including all charges Etc Complete at all levels including Lettering and ramp , fixing
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