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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC | ₹5.2 L | L1 | Accepted-AOC Ageement executed |
| 2 | L2₹5.8 LRejected-AOC | ₹5.8 L | L2 | Rejected-AOC Rejected |
| 3 | L3₹5.7 LRejected-AOC | ₹5.7 L | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | MADATHUMBHAGAM LABOUR CONTRACT CO-OPERATIVE SOCIETY L3 | ABDUL RAHIMAN MASHOOD B I L1 | RIYAS N P L2 |
|---|---|---|---|---|---|---|
| 1.00Compound wall | ||||||
| 1.00 | OD152470/2024-2025:Demolishing laterite masonry work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 6.9 | cum | 1,817.4 ₹12,540.06 | 1,611.4 ₹11,118.66 | 3,000 ₹20,700 |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 13.5 | cum | 2,169.1 ₹29,282.85 | 1,923.32 ₹25,964.82 | 2,067 ₹27,904.50 |
| 1.00 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 9 | cum | 441.89 ₹3,977.01 | 391.81 ₹3,526.29 | 3,500 ₹31,500 |
| 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) | 9 | cum | 7,119.51 ₹64,075.59 | 6,312.55 ₹56,812.95 | 4,785 ₹43,065 |
| 1.00 | 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. | 2.4 | cum | 6,957.51 ₹16,698.02 | 6,168.9 ₹14,805.36 | 7,280 ₹17,472 |
| 1.01 | 7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | 11.25 | cum | 8,855.4 ₹99,623.25 | 7,851.66 ₹88,331.18 | 6,000 ₹67,500 |
| 1.01 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 8.1 | cum | 7,710.48 ₹62,454.89 | 6,836.52 ₹55,375.81 | 6,576 ₹53,265.60 |
| 1.01 | 16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | 122.5 | kilogram | 106.97 ₹13,103.83 | 94.85 ₹11,619.13 | 450 ₹55,125 |
| 1.01 | 16.15.2:Supplying at site:Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & painting to be paid for separately) | 130.2 | kg | 79.65 ₹10,370.43 | 70.62 ₹9,194.72 | 350 ₹45,570 |
Tender Value
₹6.3 L
EMD Value
₹15,666
Closing Date
4 Mar 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, PWD Building Subdivision, Koyilandy
Painting and repair work of Compound Wall and Gate
2026_PWD_840978_1
PWD/2025-26/D1/BSDKYL/35
Open Tender
Civil Works - Buildings
180 days
Vatakara
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,385
Yes
₹15,666
Yes
14 May 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
4 Mar 2026
26 Feb 2026
Compound wall
OD152470/2024-2025:Demolishing laterite masonry work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock
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)
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.
7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
16.15.2:Supplying at site:Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & painting to be paid for separately)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD152027/2024-2025:Providing and fixing Cladding tiles as approved by Engineer -in-Charge in wall over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)
OD152410/2024-2025:Engaging wood cutter for cutting stumps of dead trees and branches of trees overhanging to the buildings
OD152489/2024-2025:Engaging labour for cleaning site and trasporting debris &waste
OD152490/2024-2025:Engaging welder
OD153055/2024-2025:Hire charges of JCB for removing waste from work site as per direction of departmental officers at site.
OD153056/2024-2025:Engaging labour for cutting the root of the tree, cleaning and transporting debris & waste
13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.91:Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
OD290012/2025-2026:Engaging Plumbers for repairing leaking in water supply lines and repalcing damaged fittings including all cost of labour.
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