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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82,152Accepted-Finance | ₹82,152 | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ANIL KUMAR G L1 | VISMAYA V S L2 |
|---|---|---|---|---|---|
| 1.00Compound wall construction | |||||
| 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 | 3.15 | cum | 392.09 ₹1,235.08 | 413.68 ₹1,303.09 |
| 1.00 | OD477135/2024-2025: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 Department officers at site. (60.7.1) | 3.15 | cum | 4,352.87 ₹13,711.54 | 4,592.48 ₹14,466.31 |
| 1.00 | 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) | 2.1 | cum | 9,094.4 ₹19,098.24 | 9,595.01 ₹20,149.52 |
| 1.00 | 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 | 50.4 | kilogram | 122.55 ₹6,176.52 | 129.29 ₹6,516.22 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 3.15 | sqm | 831.54 ₹2,619.35 | 877.31 ₹2,763.53 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.63 | cum | 10,860.68 ₹6,842.23 | 11,458.52 ₹7,218.87 |
| 1.01 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 2.76 | cum | 7,879.99 ₹21,748.77 | 8,313.75 ₹22,945.95 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 28.7 | sqm | 403.04 ₹11,567.25 | 425.22 ₹12,203.81 |
| 1.01 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 28.7 | sqm | 228.09 ₹6,546.18 | 240.65 ₹6,906.66 |
Tender Value
₹82,152
EMD Value
₹2,054
Closing Date
25 Oct 2025, 6:00 pmClosed
AE LIDEW
Assistant Engineer LIDEW PARAVUR MUNICIPALITY
PMC Proj No 192/25 Compound wall construction for Pozhikkara PHC Ward 22
2025_LSGD_811759_10
05/AE/PVR/LIDEW1
Open Tender
Civil Works - Roads
30 days
PARAVUR MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,054
Yes
2 Feb 2026
20 Oct 2025
27 Oct 2025
20 Oct 2025
25 Oct 2025
20 Oct 2025
Amount
Compound wall construction
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
OD477135/2024-2025: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 Department officers at site. (60.7.1)
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)
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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
VISMAYA V S (BID ID -2409872)
Bidder Name
ANIL KUMAR G
VISMAYA V S
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