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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61,150Accepted-AOC | ₹61,150 Quoted ₹61,150.30 | L1 | Accepted-AOC L1 |
| 2 | L2₹87,840.73+₹26,690.43 (43.6%)Rejected-Finance | ₹87,840.73+₹26,690.43 (43.6%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | DILEEP P L1 | P PRADEEPAN L2 |
|---|---|---|---|---|---|
| 1.00Washing Facility | |||||
| 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 | 0.52 | cum | 303.84 ₹158.91 Lowest | 436.46 ₹228.27 |
| 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) | 0.51 | cum | 6,700.65 ₹3,424.03 Lowest | 9,625.24 ₹4,918.5 |
| 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) | 0.4 | cum | 7,801.32 ₹3,120.53 Lowest | 11,206.31 ₹4,482.52 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 4.2 | sqm | 326.17 ₹1,369.91 Lowest | 468.53 ₹1,967.83 |
| 1.00 | OD286235/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
etc | 0.49 | cum | 5,878.9 ₹2,892.42 Lowest | 8,444.83 ₹4,154.86 |
| 1.01 | 6.2.2:Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand) | 0.28 | cum | 5,878.59 ₹1,622.49 Lowest | 8,444.38 ₹2,330.65 |
| 1.01 | 8.31:Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | 8.04 | sqm | 1,126.42 ₹9,056.42 Lowest | 1,618.06 ₹13,009.2 |
| 1.01 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 79.95 | kg | 195.06 ₹15,596.02 Lowest | 280.2 ₹22,403.39 |
| 1.01 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 21.11 | kg | 157.99 ₹3,335.48 Lowest | 226.95 ₹4,791.37 |
Tender Value
₹67,570
EMD Value
₹1,689
Closing Date
26 Dec 2025, 5:00 pmClosed
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER, LIDandEW SECTION, KALLIASSERY GRAMA PANCHAYATH
Annual Plan-Pro No - 175/25-26-HAND WASHING FACILITIES FOR CHIELDREN IN KALLIASSERY GOVERNMENT L P SCHOOL IN KALLIASSERI GP
2025_LSGD_822870_7
07/2025/AE/LID EW
Open Tender
Civil Works - Buildings
Item Rate
270 days
Kalliassei GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
₹1,689
28 Mar 2026
19 Dec 2025
27 Dec 2025
19 Dec 2025
26 Dec 2025
19 Dec 2025
Washing Facility
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
4.1.8: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)
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
OD286235/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc
6.2.2:Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand)
8.31:Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
OD286333/2025-2026:Providing and fixing Alu-Zinc profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.40mm (+0.05%) thickness. Sheet should have protective guard film of 25microns minimum to avoid scratches during transportation and should be supplied in single length up to 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size(5.5x55mm)with EPDM seal, complete up to any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafter sand trusses and including cutting to size and shape wherever required. (MOD 12.50 of DSR ) (As per EE Circular No. D3 dtd 02/07/21)
OD286499/2025-2026::Providing and fixing 150 mm UPVC square gutter pipe over GI Clamp of same profile @ 1 mtr C/C
OD286502/2025-2026:Providing and fixing P V C Water tape of approved quality conforming to 15 mm nominal bore
50.18.7.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall
50.18.7.4.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
50.18.9.9.2:Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2
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