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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC Approved resolution no.15/1 dated.29.04.2025 of kuruva grama panchayath | |
| 2 | Rejected-Technical CHERUVATH HOUSE CHERUVATH VATTALUR P O MALAPPURAM 676507 | VATTALUR | MALAPPURAM | KERALA | 676507 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SAIDALI M L1 | AMEER FAISAL L2 |
|---|---|---|---|---|---|
| 1.00Renovation Works | |||||
| 1.00 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 13.2 | cum | 7,968.73 ₹1,05,187.24 Lowest | 7,968.73 ₹1,05,187.24 Lowest |
| 1.00 | 50.9.11.1:Providing and fixing Thomson Multi wood board or equivalent make paneling 12 mm thick, to frame, backing or studding with screws etc. complete ( Frames, backing or studding to be paid separately) as per the direction of site Engineer-in-charge. | 51.7 | sqm | 1,959.87 ₹1,01,335.08 Lowest | 1,959.87 ₹1,01,335.08 Lowest |
| 1.00 | 9.127.2:Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss/ matt/suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS: 2046 Types S, including cost of adhesive of approved quality.1.0 mm thick | 17.27 | sqm | 850.05 ₹14,679.51 Lowest | 850.05 ₹14,679.51 Lowest |
| 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 | 7.55 | cum | 298.84 ₹2,255.94 Lowest | 298.84 ₹2,255.94 Lowest |
| 1.00 | OD405625/2024-2025:[OD FROM DAR 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. | 7.55 | cum | 3,513.36 ₹26,522.35 Lowest | 3,513.36 ₹26,522.35 Lowest |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 10.76 | cum | 7,249.92 ₹78,001.89 Lowest | 7,249.92 ₹78,001.89 Lowest |
| 1.01 | 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 | 13.47 | cum | 529.13 ₹7,127.38 Lowest | 529.13 ₹7,127.38 Lowest |
| 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. | 5.28 | cum | 260.18 ₹1,373.75 Lowest | 260.18 ₹1,373.75 Lowest |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 15.98 | kg | 155.15 ₹2,479.3 Lowest | 160 ₹2,556.8 |
Tender Value
₹3.4 L
EMD Value
₹8,474
Closing Date
21 Apr 2025, 6:55 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW Section Kuruva GP
Annual Plan - 2024 - 2025 - Project No. 436/25 - Renovation of GUP School Pang
2025_LSGD_759727_15
AE/LIDEW/KUR/TER/ET/01/25-26
Open Tender
Civil Works - Buildings
Item Rate
365 days
GUP School Pang Compound
Please refer Tender document
10 documents required · 10 mandatory
₹750
₹8,474
7 Dec 2025
14 Apr 2025
23 Apr 2025
14 Apr 2025
21 Apr 2025
14 Apr 2025
Amount
Renovation Works
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
50.9.11.1:Providing and fixing Thomson Multi wood board or equivalent make paneling 12 mm thick, to frame, backing or studding with screws etc. complete ( Frames, backing or studding to be paid separately) as per the direction of site Engineer-in-charge.
9.127.2:Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss/ matt/suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS: 2046 Types S, including cost of adhesive of approved quality.1.0 mm thick
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
OD405625/2024-2025:[OD FROM DAR 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.
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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.
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
AMEER FAISAL (BID ID -2199733)
Bidder Name
SAIDALI M
AMEER FAISAL
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