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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.9 LAccepted-AOC THIRUVILAKKIL SANATHANAPURAM P O ALAPPUZHA AMBALAPPUZHA TALUK ALAPPUZHA DISTRICT | ₹65.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹66.7 LRejected-Finance | ₹66.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹81.8 LRejected-Finance 25 P NO 310 | ₹81.8 L | L3 | Rejected-Finance L3 |
| 4 | L4₹84.7 LRejected-Finance ANAS MANZIL KALLELIBHAGOM KARUNAGAPPALLY 690519 KOLLAM DIST KERALA | KOLLAM | KERALA | 690519 | ₹84.7 L | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | BAIJU V L1 | anees rahim L4 | SHAJI.P L3 | ABDUL RAZIK L2 |
|---|---|---|---|---|---|---|---|
| 1.00BUILDING | |||||||
| 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 | 65.47 | cum | 359.72 ₹23,552.31 | 400 ₹26,189.60 | 395 ₹25,862.23 | 320 ₹20,951.68 |
| 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) | 56.85 | cum | 7,800 ₹4.4 L | 8,900 ₹5.1 L | 8,640 ₹4.9 L | 7,100 ₹4.0 L |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 92.16 | sqm | 356.16 ₹32,823.71 | 486 ₹44,789.76 | 420 ₹38,707.20 | 345 ₹31,795.20 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 209.81 | sqm | 700 ₹1.5 L | 800 ₹1.7 L | 830 ₹1.7 L | 685 ₹1.4 L |
| 1.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 47.6 | cum | 10,000 ₹4.8 L | 12,500 ₹5.9 L | 11,430 ₹5.4 L | 9,400 ₹4.5 L |
| 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 | 5,158.92 | kilogram | 100 ₹5.2 L | 125 ₹6.4 L | 125 ₹6.4 L | 100 ₹5.2 L |
| 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. | 21.37 | cum | 318.47 ₹6,804.75 | 450 ₹9,615.15 | 348 ₹7,435.72 | 285 ₹6,089.60 |
| 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 | 202.41 | cum | 729.39 ₹1.5 L | 800 ₹1.6 L | 800 ₹1.6 L | 650 ₹1.3 L |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 37.81 | cum | 7,000 ₹2.6 L | 9,000 ₹3.4 L | 8,480 ₹3.2 L | 6,900 ₹2.6 L |
Tender Value
₹74.5 L
EMD Value
₹50,000
Closing Date
29 Dec 2025, 4:00 pmClosed
Executive Engineer
O/o Executive Engineer PWD Building Division Alp.
General - Sree Krishna Swami Temple Ambalappuzha, Alappuzha - Construction of Open Auditorium - General Civil Work
2025_PWD_822995_1
PWD/BLDG/TR/18352/2025_5_1_1/1
Open Tender
Civil Works - Buildings
540 days
Alappuzha District
Refer SBD
6 documents required · 6 mandatory
₹2,760
₹50,000
7 Mar 2026
20 Dec 2025
1 Jan 2026
20 Dec 2025
29 Dec 2025
20 Dec 2025
Amount
BUILDING
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 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
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
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood
50.9.3.1:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood
50.9.4.1:Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood
50.9.5.1:Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood/ jack wood 35 mm thick shutters.
9.53:Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
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.)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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
OD255150/2025-2026:Providing and laying vitrified Matt finished 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.
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
12.26.2:Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).6 mm thick Cement bonded wood particle board as per IS:14276
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.
OD255176/2025-2026:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications On steel work
OD219774/2025-2026:Stone coated sheet roofing tiles ( Decra or Equilant ) including Ridge,Box barge side flash including stainless steel screws 50mm.
OD169375/2025-2026: Supplying and fixing 200mm PVC sqr pathy 2.5 kg/cm2 for gutter including 25x6 mm thick MS clamp at 75 cm c/c including drop and all cost and labor charges etc. completed
50.18.9.19.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips 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 110 m dia 4 Kgf/cm2 - External work - Exposed on wall
50.18.9.22.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend
OD169933/2025-2026:Providing and fixing ornamental deccorated arudam
ABDUL RAZIK (BID ID -2449107)
SHAJI.P (BID ID -2449006)
anees rahim (BID ID -2449017)
Bidder Name
anees rahim
BAIJU V
SHAJI.P
ABDUL RAZIK
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