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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-Finance | L1 | Accepted-Finance Accepted Vide Resolution No.1(1) dtd.14-08-2026 of Veliyancode GP | |
| 2 | L2₹7.0 L+₹17,529.83 (2.55%)Accepted-Finance | L2 | Accepted-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder | |
| 3 | L3₹7.3 L+₹40,413.01 (5.89%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | MOHAMMED THASLIM HASSAN L2 | ABDUL GAFOOR C K L1 | AkshaY Construtions L3 |
|---|---|---|---|---|---|---|
| 1.00Toilet construction | ||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 32.3 | cum | 218.41 ₹7,054.64 | 212.97 ₹6,878.93 Lowest | 225.51 ₹7,283.97 |
| 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) | 1.9 | cum | 6,725.45 ₹12,778.36 | 6,557.93 ₹12,460.07 Lowest | 6,944.04 ₹13,193.68 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 2.6 | sqm | 327.38 ₹851.19 | 319.22 ₹829.97 Lowest | 338.02 ₹878.85 |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 19 | sqm | 814.94 ₹15,483.86 | 794.64 ₹15,098.16 Lowest | 841.42 ₹15,986.98 |
| 1.00 | 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) | 2.85 | cum | 8,892.3 ₹25,343.06 | 8,670.81 ₹24,711.81 Lowest | 9,181.33 ₹26,166.79 |
| 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) | 3.27 | cum | 8,447.34 ₹27,622.8 | 8,236.94 ₹26,934.79 Lowest | 8,721.9 ₹28,520.61 |
| 1.01 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 2.45 | cum | 5,720.31 ₹14,003.32 | 5,577.83 ₹13,654.53 Lowest | 5,906.24 ₹14,458.48 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 47 | sqm | 711.81 ₹33,455.07 | 694.08 ₹32,621.76 Lowest | 734.94 ₹34,542.18 |
| 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 | 681.9 | kilogram | 95.31 ₹64,991.89 | 92.94 ₹63,375.79 Lowest | 98.41 ₹67,105.78 |
Tender Value
₹7.6 L
EMD Value
₹19,059
Closing Date
8 Jul 2026, 3:00 pmClosed
The Assistant Engineer, LID EW Section , Veliyanco
The Assistant Engineer LID EW Section Veliyancode
Annual Plan-GMUP School Toilet Construction, w-3, Pro.No-134/26-Veliyancode GP, Annual Plan 2025-26-General Civil Work
2026_LSGD_857654_6
02/AE/LSGD/VKD 2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
The Assistant Engineer LID EW Section, Veliyanco
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,685
Yes
₹19,059
Yes
23 Sept 2026
29 Jun 2026
10 Jul 2026
29 Jun 2026
8 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Toilet construction | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1 | cum | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.004 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
| 1.008 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| 1.009 | 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 | kilogram | - | - |
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