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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | L2₹2.7 LRejected-AOC | ₹2.7 L | L2 | Rejected-AOC HIGH RATE |
| Sl No | Description | Qty | Unit | jijimon irippayil L2 | BIJU K L1 |
|---|---|---|---|---|---|
| 1.00HAPPINESS PARK | |||||
| 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 | 5.5 | cum | 320 ₹1,760.64 | 293.28 ₹1,613.63 |
| 1.00 | OD495218/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35*20*20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 11.21 | cum | 6,600 ₹73,953 | 6,496.02 ₹72,787.9 |
| 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. | 5.53 | cum | 320 ₹1,769.6 | 297.24 ₹1,643.74 |
| 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 | 58.41 | cum | 720 ₹42,052.32 | 680.7 ₹39,756.96 |
| 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) | 1.5 | cum | 7,800 ₹11,700 | 7,404.03 ₹11,106.05 |
| 1.01 | OD495937/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for superstructure l up to floor two level including all cost of materials, labour charges etc. | 2.5 | cum | 7,700 ₹19,250 | 7,319.61 ₹18,299.03 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 69.87 | sqm | 420 ₹29,344.56 | 345.11 ₹24,112.15 |
| 1.01 | 13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm | 69.87 | sqm | 200 ₹13,973.6 | 186.02 ₹12,996.85 |
| 1.01 | 9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding | 230.58 | kg | 220 ₹50,727.6 | 211.83 ₹48,843.76 |
Tender Value
₹2.5 L
EMD Value
₹6,356
Closing Date
5 Mar 2026, 1:00 pmClosed
ANASWARA S
The Assistant Engineer, LSGD Section, Kolayad Grama Panchayat
Annual Plan-Kolayad GP Project no.179/2025-26-Construction of Happiness park in Kolayad GP under annual plan 2025-26-General Civil Work
2026_LSGD_840804_2
AE/LSGD/KLD/ET-7/2025-26
Open Tender
Civil Works - Others
240 days
KOLAYAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹565
Yes
₹6,356
Yes
31 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
HAPPINESS PARK
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
OD495218/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35*20*20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
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.
50.2.25.1: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
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)
OD495937/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for superstructure l up to floor two level including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
11.20.4: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).Ordinary cement without any pigment
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