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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹2.5 LAccepted-AOC | ₹2.5 L | l1 | Accepted-AOC l1 |
| 2 | l2₹2.6 LRejected-AOC | ₹2.6 L | l2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | NIMAL CONSTRUCTIONS L1 | Kaimoottil Constructions L2 |
|---|---|---|---|---|---|
| 1.00Building | |||||
| 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 | 1.53 | cum | 257.63 ₹394.17 | 260 ₹397.80 |
| 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) | 1.47 | cum | 7,932.89 ₹11,661.35 | 8,000 ₹11,760 |
| 1.00 | 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 | 1.62 | cum | 6,457.71 ₹10,461.49 | 6,500 ₹10,530 |
| 1.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 4.75 | cum | 445.71 ₹2,119.35 | 450 ₹2,139.75 |
| 1.00 | 4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.1 | cum | 9,235.97 ₹19,395.54 | 9,250 ₹19,425 |
| 1.01 | 11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment | 13.5 | sqm | 1,164.37 ₹15,719 | 1,200 ₹16,200 |
| 1.01 | 10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) | 64.8 | kg | 767.78 ₹49,752.14 | 800 ₹51,840 |
| 1.01 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 0.54 | cum | 8,364.57 ₹4,516.87 | 8,400 ₹4,536 |
| 1.01 | OD541232/2025-2026:Providing and laying interlock paver block 60 mm thick including all cost of labour conveyance etc | 47 | sqm | 1,097.52 ₹51,583.44 | 1,100 ₹51,700 |
Tender Value
₹2.5 L
EMD Value
₹6,351
Closing Date
21 May 2026, 5:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer LID EW Section Omalloor Grama Panchayat
Annual Plan-Omalloor GP - 255/2025-26 -Renovation of Govt. Ayurvedha Hospital-General Civil Work
2026_LSGD_850474_4
01/AE/LIDEW/2026-27
Open Tender
Civil Works - Buildings
OMALLUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,351
Yes
25 Jun 2026
13 May 2026
23 May 2026
13 May 2026
21 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Building | ||||||
| 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 | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 4.1.3: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 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) | 1 | kg | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | OD541232/2025-2026:Providing and laying interlock paver block 60 mm thick including all cost of labour conveyance etc | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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