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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹63,532Accepted-AOC KANARAN S O 40 YEARS CHENIKANDITHAZHA MEPPAYUR P O KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | ₹63,532 | 1 | Accepted-AOC 1 |
| Sl No | Description | Qty | Unit | ANEESH K L1 |
|---|---|---|---|---|
| 1.00Maintenanace work | ||||
| 1.00 | 13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | 227.39 | sqm | 18.81 ₹4,277.19 |
| 1.00 | 13.98.1:Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work | 227.39 | sqm | 104.66 ₹23,798.53 |
| 1.00 | 13.99.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work | 50.04 | sqm | 99.71 ₹4,989.09 |
| 2.00Pipe line | ||||
| 2.00 | 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 | 24 | metre | 278.31 ₹6,679.44 |
| 2.00 | 18.15.1:Providing and fixing brass bib cock of approved quality :15 mm nominal bore | 2 | each | 349.96 ₹699.92 |
| 2.00 | 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 | 1.1 | cum | 330.41 ₹363.45 |
| 2.00 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 2.51 | cum | 7,489.25 ₹18,783.04 |
| 2.00 | 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. | 0.5 | cum | 293.44 ₹146.72 |
Tender Value
₹63,532
EMD Value
₹1,588
Closing Date
6 Mar 2026, 11:00 amClosed
Assistant Engineer
Cheruvannur Grama Panchayat
Annual Plan-Cheruvannur GP 2025-26 251/26 Maintenance of Buds School (Retender)
2026_LSGD_841282_3
AE/LSGD/TN/7/2025-26
Open Tender
Civil Works - Buildings
270 days
Cheruvannur GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹1,588
Yes
2 Jun 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
Maintenanace work
13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.98.1:Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work
13.99.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
Pipe line
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
18.15.1:Providing and fixing brass bib cock of approved quality :15 mm nominal bore
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
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
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.
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)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete
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