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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-AOC CALICUT ROAD KAKKATTIL CALICUT | KOZHIKODE | KERALA | 612906 | ₹12.1 L | L1 | Accepted-AOC Lowest quoated bidder |
| 2 | L2₹11.4 LRejected-AOC | ₹11.4 L | L2 | Rejected-AOC High Quoated bidder |
| 3 | L3₹11.8 LRejected-AOC | ₹11.8 L | L3 | Rejected-AOC High Quoated bidder |
| Sl No | Description | Qty | Unit | KALPETTA ZONE LABOUR CONTRCT CO-OPERATIVE SOCIETY LTD L3 | P K AYOOB L1 | YASIR AHAMED N L2 |
|---|---|---|---|---|---|---|
| 1.00Demolishing | ||||||
| 1.00 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 518.11 | sqm | 58.7 ₹30,413.23 | 55.1 ₹28,548.03 | 57 ₹29,532.44 |
| 1.00 | 15.7.4:Demolishing brick 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 | cum | 1,647.93 ₹9,887.58 | 1,548 ₹9,288 | 1,614 ₹9,684 |
| 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 | 4.2 | cum | 278.33 ₹1,168.99 | 261 ₹1,096.20 | 272 ₹1,142.40 |
| 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) | 29.94 | cum | 6,137.94 ₹1.8 L | 5,767 ₹1.7 L | 6,012 ₹1.8 L |
| 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. | 6.97 | cum | 6,253.72 ₹43,619.70 | 5,875 ₹40,978.13 | 6,125 ₹42,721.88 |
| 1.01 | 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. | 45.33 | cum | 246.41 ₹11,169.77 | 231 ₹10,471.23 | 241 ₹10,924.53 |
| 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) | 12.11 | cum | 7,709.43 ₹93,361.20 | 7,244 ₹87,724.84 | 7,551 ₹91,442.61 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 242.2 | kilogram | 86.99 ₹21,068.98 | 81.74 ₹19,797.43 | 85 ₹20,587 |
| 1.01 | 11.20.1: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).Light shade pigment using white cement | 12 | sqm | 1,196.4 ₹14,356.80 | 1,123 ₹13,476 | 1,171 ₹14,052 |
Tender Value
₹14.6 L
EMD Value
₹36,452
Closing Date
27 Dec 2025, 4:00 pmClosed
Executive Engineer
Executive Engineer PWD Buildings Division,Kalpetta
General-NMSM Government college Kalpetta-Urgent Maintanance work of Sarangi Auditorium- General civil work-1
2025_PWD_822824_1
PWD/BLDG/TR/12536/2022_5_1_1/1
Open Tender
Civil Works - Buildings
180 days
NMSM College Kalpetta
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹36,452
17 Feb 2026
19 Dec 2025
30 Dec 2025
19 Dec 2025
27 Dec 2025
19 Dec 2025
Demolishing
15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
15.7.4:Demolishing brick 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
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)
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.
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)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
11.20.1: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).Light shade pigment using white cement
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD208421/2025-2026: Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chippingdiamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Double charge vitrified tile polished finish of size Size of Tile 600 x 1200 mm
14.5.1:Renewing glass panes, with putty and nails wherever necessary including racking out the old putty :Float glass panes of thickness 4 mm (weight not less than 10kg/sqm)
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
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