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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.9 L+₹44,005.52 (8.09%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | NAUFAL C.A L1 | ASHIF T.A L2 |
|---|---|---|---|---|---|
| 1.00Construction of Compound wall | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 108 | sqm | 13.76 ₹1,486.08 Lowest | 14.87 ₹1,605.96 |
| 1.00 | OD99799/2025-2026:Demolishing Laterate masonry with neatly dressed laterate stone of size 30x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of etc. | 19.44 | cum | 2,030.4 ₹39,470.98 Lowest | 2,194.55 ₹42,662.05 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 10.8 | cum | 2,777.26 ₹29,994.41 Lowest | 3,001.79 ₹32,419.33 |
| 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 | 28.17 | cum | 272.08 ₹7,663.95 Lowest | 294.08 ₹8,283.65 |
| 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) | 4.02 | cum | 6,000.08 ₹24,144.32 Lowest | 6,485.16 ₹26,096.28 |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.67 | cum | 7,933.24 ₹60,832.08 Lowest | 8,574.61 ₹65,750.11 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 41.76 | sqm | 292.07 ₹12,196.84 Lowest | 315.68 ₹13,182.8 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1,226.88 | kilogram | 85.03 ₹1,04,321.61 Lowest | 91.91 ₹1,12,762.54 |
| 1.01 | OD99798/2025-2026:Laterate masonry with neatly dressed laterate stone of size 30x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 15.34 | cum | 4,908.5 ₹75,276.76 Lowest | 5,305.33 ₹81,362.54 |
Tender Value
₹6.8 L
EMD Value
₹16,923
Closing Date
17 Jul 2025, 5:00 pmClosed
Asst. Executive Engineer
O/o The Assistant Executive Engineer, PWD Buildings Sub Division, Kanhangad
DEPOSIT-Dismantling and Construction of Compound Wall of EKNM Govt. College Elerithattu-Kasargod District-General Civil Work
2025_PWD_776231_1
PWD/BLDG/TR/13753/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
180 days
Elerithattu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
₹16,923
Yes
22 Aug 2025
11 Jul 2025
21 Jul 2025
11 Jul 2025
17 Jul 2025
11 Jul 2025
Amount
Construction of Compound wall
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
OD99799/2025-2026:Demolishing Laterate masonry with neatly dressed laterate stone of size 30x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of etc.
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
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)
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
OD99798/2025-2026:Laterate masonry with neatly dressed laterate stone of size 30x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
OD99800/2025-2026:Laterate masonry with neatly dressed laterate stone of size 30x20x20cm 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.
13.1.1:12 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
ASHIF T.A (BID ID -2253678)
Bidder Name
ASHIF T.A
NAUFAL C.A
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