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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC NIRAPPEL MUDAVOOR P O | KANNUR | KERALA | 670612 | ₹7.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.4 LRejected-AOC MUVATTUPUZHA | THRISSUR | KERALA | 680667 | ₹8.4 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | K K ISMAIL L1 | ALIAS P.P L2 |
|---|---|---|---|---|---|
| 1.00Building proper- Construction of Auditorium with stage | |||||
| 1.00 | 2.6.1: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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 5.93 | cum | 235.06 ₹1,393.67 | 255.05 ₹1,512.19 |
| 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) | 2.33 | cum | 7,237.96 ₹16,893.40 | 7,853.56 ₹18,330.21 |
| 1.00 | OD282720/2025-2026:Dry rubble masonry using rubble in foundation and superstructure including cost of rubble,conveyance,labour charge etc; as per the direction of Engineer in charge. All work upto plinth level | 3.97 | cum | 3,657.99 ₹14,518.56 | 3,969.1 ₹15,753.36 |
| 1.00 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 3.53 | cum | 6,232.73 ₹21,989.07 | 6,762.82 ₹23,859.23 |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 13.63 | sqm | 337.36 ₹4,597.54 | 366.06 ₹4,988.67 |
| 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. | 5.93 | cum | 290.57 ₹1,722.79 | 315.28 ₹1,869.30 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 2.87 | cum | 665.49 ₹1,906.63 | 722.09 ₹2,068.79 |
| 1.01 | 11.39:Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make in colours White, Ivory, Grey, fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete. | 13.63 | sqm | 1,307.57 ₹17,819.56 | 1,418.78 ₹19,335.13 |
| 1.01 | 11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. | 19.6 | sqm | 1,620.86 ₹31,768.86 | 1,758.72 ₹34,470.91 |
Tender Value
₹8.5 L
EMD Value
₹21,171
Closing Date
10 Mar 2026, 2:00 pmClosed
The Assistant Executive Engineer, PWD Buildongs Su
o/o The Assistant Executive Engineer PWD Buildings Sub Division, Muvattupuzha.
The work is for the Construction of Auditorium with stage platform for Kalamboor Ksheerolpadaka Sahakarana Sangam Ltd No.E90 (D) APCOS,Enanalloor. The items included are GI sheet roofing for auditorium and DR masonry, Solid block masonry,earth fillin
2026_PWD_842620_1
PWD/BLDG/TR/1282/2026_5_1_1/1
Open Tender
Civil Works - Buildings
180 days
MUVATTUPUZHA
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
₹21,171
Yes
16 May 2026
2 Mar 2026
12 Mar 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
2 Mar 2026 - 10 Mar 2026
Building proper- Construction of Auditorium with stage
2.6.1: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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.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)
OD282720/2025-2026:Dry rubble masonry using rubble in foundation and superstructure including cost of rubble,conveyance,labour charge etc; as per the direction of Engineer in charge. All work upto plinth level
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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.
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
11.39:Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make in colours White, Ivory, Grey, fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete.
11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
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
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre 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 upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
OD283314/2025-2026:Providing and fixing 200 mm dia PVC end cap for PVC square gutter including conveyance,labour and necessary connections etc. complete.
OD283315/2025-2026:Providing and fixing 200 mm dia PVC end drop for PVC square gutter including conveyance,labour and necessary connections etc. complete.
50.18.9.17.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clip at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 6 Kgf/cm2 - External work - Exposed on wall
50.18.9.20.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow
50.18.9.20.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend
OD283316/2025-2026:Providing & fixing 200 mm dia PVC square gutter pipe including conveyance ,labour and necessary connections etc.complete as directed by the Engineer in charge
OD283317/2025-2026:Providing and laying coloured 100 mm thick or nearest thick M - 40 grade factory made cement concrete interlocking paver block of approved quality over prepared earthen surface,spreaded with 50mm thick 6mm broken stone including all cost of conveyance of material,labour charges for paving and all charges for surface vibration for locking the blocks clearly etc.all complete as per the direction of Engineer-in-charge.
OD283319/2025-2026:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications excluding priming coat, preparation of surface, etc. complete.On steel work
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
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