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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.8 L+₹27,977.89 (11.1%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | OMASSERY LABOUR CONTRACT CO-OPERATIVE SOCIETY LIMITED L2 | ASHRAF C K L1 |
|---|---|---|---|---|---|
| 1.00KUDUMBASREE HELP DESK | |||||
| 1.00 | 15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar | 2 | cum | 1,528.2 ₹3,056.4 | 1,375.3 ₹2,750.6 Lowest |
| 1.00 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 2.09 | cum | 8,048.1 ₹16,812.48 | 7,242.6 ₹15,129.79 Lowest |
| 1.00 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 23.25 | sqm | 357 ₹8,298.47 | 321.2 ₹7,466.29 Lowest |
| 1.00 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 16.87 | sqm | 81.6 ₹1,376.59 | 73.4 ₹1,238.26 Lowest |
| 1.00 | 13.98.1:Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work | 80.25 | sqm | 115 ₹9,228.75 | 103.5 ₹8,305.88 Lowest |
| 1.01 | 11.41.1:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 500x500 mm. | 33.87 | sqm | 1,689.1 ₹57,209.82 | 1,520.1 ₹51,485.79 Lowest |
| 1.01 | 11.48.4:Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 1000x1000 mm | 30.75 | sqm | 185.6 ₹5,707.2 | 167 ₹5,135.25 Lowest |
| 1.01 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 0.85 | cum | 9,148.3 ₹7,776.06 | 8,232.7 ₹6,997.8 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 | 4.08 | cum | 736.3 ₹3,004.1 | 662.6 ₹2,703.41 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,354
Closing Date
29 Sept 2026, 10:00 amClosed
ASSISTANT ENGINEER
OMASSERY GP
CIVIL WORK
2026_LSGD_871300_9
ETENDER 02/ 2026- 27 AE/ LI/D EW/ OMY
Open Tender
Civil Works - Buildings
Item Rate
180 days
OMASSERY
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,354
Yes
29 Sept 2026
19 Sept 2026
29 Sept 2026
19 Sept 2026
29 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1KUDUMBASREE HELP DESK | |||||
| 1.001 | 15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar | 2 | cum | - | - |
| 1.002 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 2.09 | cum | - | - |
| 1.003 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 23.25 | sqm | - | - |
| 1.004 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 16.87 | sqm | - | - |
| 1.005 | 13.98.1:Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work | 80.25 | sqm | - | - |
| 1.006 | 11.41.1:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 500x500 mm. | 33.87 | sqm | - | - |
| 1.007 | 11.48.4:Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 1000x1000 mm | 30.75 | sqm | - | - |
| 1.008 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 0.85 | cum | - | - |
| 1.009 | 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 | 4.08 | cum | - | - |
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