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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹12.3 L+₹1.9 L (18.5%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SASIDHARAN CONTRCTOR L1 | mangalathu construction L2 |
|---|---|---|---|---|---|
| 1.00consruction of Anganvadi 91 | |||||
| 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 | 20 | cum | 234 ₹4,680 Lowest | 278.24 ₹5,564.8 |
| 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 | 20.68 | cum | 327 ₹6,761.05 Lowest | 388.49 ₹8,032.42 |
| 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) | 6.67 | cum | 7,218 ₹48,151.28 Lowest | 8,567.5 ₹57,153.79 |
| 1.00 | OD527971/2025-2026:DRY RUBBLE without concrete leveling course masonry with good quality blasted rubble including pacting to compacteness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of departmental officers at site | 12.11 | cum | 3,634 ₹44,007.74 Lowest | 4,312.9 ₹52,229.22 |
| 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) | 6.47 | cum | 7,592 ₹49,112.65 Lowest | 9,010.96 ₹58,291.9 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 22.56 | sqm | 693 ₹15,634.08 Lowest | 823.9 ₹18,587.18 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 55.6 | sqm | 875 ₹48,650 Lowest | 1,038.13 ₹57,720.03 |
| 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 | 846.08 | kilogram | 104 ₹87,992.11 Lowest | 121.42 ₹1,02,730.79 |
| 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) | 2.4 | cum | 9,544 ₹22,943.78 Lowest | 11,327.87 ₹27,232.2 |
Tender Value
₹11.4 L
EMD Value
₹28,468
Closing Date
26 Sept 2026, 6:00 pmClosed
SREEJITH.S
The Assistant Engineer,LID and EW Sub Division,Vettikkavala Block Panchayath
GENERAL-ANNUAL PLAN 2025-2026 CONSTRUCTION OF ANGANWADI NO 91 IN MELILA GRAMA PANCHAYATH UNDER VETTIKKAVALA BLOCK
2026_LSGD_870897_1
01/AE/LID and EW/VTB/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
VETTIKKAVALA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹28,468
Yes
13 Oct 2026
18 Sept 2026
28 Sept 2026
18 Sept 2026
26 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1consruction of Anganvadi 91 | |||||
| 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 | 20 | cum | - | - |
| 1.002 | 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 | 20.68 | cum | - | - |
| 1.003 | 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) | 6.67 | cum | - | - |
| 1.004 | OD527971/2025-2026:DRY RUBBLE without concrete leveling course masonry with good quality blasted rubble including pacting to compacteness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of departmental officers at site | 12.11 | cum | - | - |
| 1.005 | 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) | 6.47 | cum | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 22.56 | sqm | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 55.6 | sqm | - | - |
| 1.008 | 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 | 846.08 | kilogram | - | - |
| 1.009 | 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) | 2.4 | cum | - | - |
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