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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹3.4 L+₹1,694.69 (0.50%)Rejected-Finance | ₹3.4 L+₹1,694.69 (0.50%) | L2 | Rejected-Finance Highest Bidder |
| Sl No | Description | Qty | Unit | Sainudheen contractor L1 | SASIDHARAN.K L2 |
|---|---|---|---|---|---|
| 1.00BABY FREINDLY TOILET | |||||
| 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 | 4.03 | cum | 357.92 ₹1,443.14 Lowest | 359.72 ₹1,450.39 |
| 1.00 | OD406096/2025-2026:DRY RUBBLE MASONRY-Dry Rubble with out concrete levelling course masonry with
good quality blasted rubble including packing to compactness to lines and levels cost and
conveyance of all material labour charges etc. complete as per direction of departmental officers
at site. (Od From 60.7.1) | 4.03 | cum | 3,973.49 ₹16,021.12 Lowest | 3,993.46 ₹16,101.63 |
| 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) | 1.67 | cum | 8,301.77 ₹13,839.05 Lowest | 8,343.49 ₹13,908.6 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 1.44 | cum | 316.88 ₹456.62 Lowest | 318.47 ₹458.92 |
| 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 | 3.57 | sqm | 384.23 ₹1,371.7 Lowest | 386.16 ₹1,378.59 |
| 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) | 1.41 | cum | 9,914.11 ₹13,939.24 Lowest | 9,963.93 ₹14,009.29 |
| 1.01 | 50.6.1.5: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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 5.84 | cum | 7,242.63 ₹42,282.5 Lowest | 7,279.03 ₹42,494.98 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 3.27 | sqm | 759.07 ₹2,482.14 Lowest | 762.88 ₹2,494.62 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 6.76 | sqm | 956.43 ₹6,470.27 Lowest | 961.24 ₹6,502.79 |
Tender Value
₹3.4 L
EMD Value
₹8,473
Closing Date
22 May 2026, 3:00 pmClosed
The Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Pattithara Grama Panchayat
Annual Plan-Pattithara GP 2025-26 ,Pr.No.255-Toilet Complex at AJBS Padinjarangadi,Ward 16-General Civil Work
2026_LSGD_850732_4
01/AE/LID EW/PTRA/2026-27
Open Tender
Civil Works - Buildings
Item Rate
150 days
Pattithara Grama Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,473
Yes
31 Jul 2026
14 May 2026
23 May 2026
14 May 2026
22 May 2026
14 May 2026
14 May 2026 - 20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BABY FREINDLY TOILET | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD406096/2025-2026:DRY RUBBLE MASONRY-Dry Rubble with out concrete levelling course masonry with
good quality blasted rubble including packing to compactness to lines and levels cost and
conveyance of all material labour charges etc. complete as per direction of departmental officers
at site. (Od From 60.7.1) | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | - | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 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) | 1 | cum | - | - |
| 1.007 | 50.6.1.5: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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
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