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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | Jijith N L1 |
|---|---|---|---|---|
| 1.00Foot path | ||||
| 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 | 7.59 | cum | 335.74 ₹2,549.27 Lowest |
| 1.00 | OD320182/2025-2026:MR_Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size for foundation and basement including cost of materials,labour charges etc.complete for well lining works | 16.06 | cum | 6,496.02 ₹1,04,300.1 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 | 12.85 | cum | 680.76 ₹8,747.09 Lowest |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.09 | cum | 8,620.24 ₹43,920.12 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 10.29 | sqm | 360.41 ₹3,708.62 Lowest |
| 1.01 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 257.88 | kg | 174.58 ₹45,021.56 Lowest |
| 1.01 | 11.20.3: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).Dark shade pigment using ordinary cement | 39.8 | sqm | 1,151.63 ₹45,834.87 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,352
Closing Date
17 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER MANGATTIDAM GRAMAPANCHAYATH
Mangattidam GP Project No 260/25-26-Completion Works to Kirachi footpath(Retender)
2026_LSGD_834997_8
AE/MGP/ET7/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
MANGATTIDAM GRAMAPANCHAYATH
Please refer Tender documents.
8 documents required · 8 mandatory
₹560
Yes
₹6,352
Yes
29 Apr 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
Foot path
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
OD320182/2025-2026:MR_Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size for foundation and basement including cost of materials,labour charges etc.complete for well lining works
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
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
11.20.3: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).Dark shade pigment using ordinary cement
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