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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC ACCEPT |
| Sl No | Description | Qty | Unit | MOOSA K L1 |
|---|---|---|---|---|
| 1.00side protection | ||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 74 | hour | 286.4 ₹21,193.60 |
| 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 | 5.76 | cum | 298.84 ₹1,722.81 |
| 1.00 | 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 | 20.96 | cum | 3,513.36 ₹73,647.05 |
| 1.00 | OD336880/2023-2024:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, includingCement mortar 1:6 (1 cement : 6 coarse sand) | 37.2 | cum | 6,455.07 ₹2.4 L |
| 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) : 4 graded stone aggregate 20 mm nominal size) | 2.19 | cum | 8,040.94 ₹17,649.86 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 70.2 | cum | 297.36 ₹20,874.67 |
| 1.01 | 13.6.2:20 mm cement plaster of mix:1:6 ( 1 cement : 6 coarse sand) | 30 | sqm | 426.5 ₹12,795 |
| 1.01 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 6.38 | cum | 902.5 ₹5,757.95 |
| 1.01 | 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. | 76.56 | cum | 260.18 ₹19,919.38 |
Tender Value
₹4.1 L
EMD Value
₹10,342
Closing Date
24 Jul 2024, 2:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LID EW Section Parappanangadi Municipality
Nechikkattukulam renovation
2024_LSGD_679830_53
AE/TEN/16/2024/LSGD/PGDI
Open Tender
Civil Works - Others
180 days
PARAPPANANGADI MUNCIPALITY
Please refer Tender documents.
11 documents required · 11 mandatory
₹915
₹10,342
27 Jan 2026
17 Jul 2024
25 Jul 2024
17 Jul 2024
24 Jul 2024
17 Jul 2024
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