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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.9 LAccepted-AOC | ₹65.9 L | L1 | Accepted-AOC agreement executed |
| 2 | L2₹72.6 LRejected-AOC | ₹72.6 L | L2 | Rejected-AOC agreement executed |
| Sl No | Description | Qty | Unit | SHAN. B L1 | SAMUEL VARGHESE L2 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF COMPOUND WALL | |||||
| 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 | 169.86 | cum | 359 ₹60,979.74 | 380 ₹64,546.80 |
| 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) | 22.89 | cum | 7,932 ₹1.8 L | 8,000 ₹1.8 L |
| 1.00 | OD49399/2025-2026:(OD Reference-60.7.1-irrigation)DR RUBBLE MASONRY-Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 129.83 | cum | 3,993 ₹5.2 L | 5,000 ₹6.5 L |
| 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) | 93.08 | cum | 8,343 ₹7.8 L | 8,500 ₹7.9 L |
| 1.00 | 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. | 2.34 | cum | 318 ₹744.12 | 380 ₹889.20 |
| 1.01 | OD248675/2025-2026:Providing and laying in position, machine batched and machine mixed design mix M-25 grade
(28 day compressive strength should be >29 N/mm2) cement concrete for reinforced cement
concrete work, using cement content as specified by Engineer-in-Charge (upto a max cement
content of 450 kg/cum), including pumping of concrete to site of laying but excluding the cost
of centering, shuttering, finishing and reinforcement, including admixtures in recommended
proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability
without impairing strength and durability as per direction of Engineer - in-charge. Excess/less
cost of cement as per mix design is not payable /recoverable. All work upto plinth level | 19.69 | cum | 10,889 ₹2.1 L | 11,000 ₹2.2 L |
| 1.01 | OD248674/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved
design mix, including pumping of concrete to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement, including admixtures in recommended proportions as
per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing
strength and durability as per direction of Engineer - in-charge. Note:- Cement content
considered in this item is @ 330 kg/ cum. Excess cement used as per mix design is not payable
but less cement used as per design mix is recoverable. All work above plinth level upto floor V
level | 9.2 | cum | 10,889 ₹1.0 L | 11,897 ₹1.1 L |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 89.84 | sqm | 386 ₹34,678.24 | 399 ₹35,846.16 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 32.8 | sqm | 1,008 ₹33,062.40 | 1,200 ₹39,360 |
Tender Value
₹66.8 L
EMD Value
₹50,000
Closing Date
7 Jan 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer PWD Buildings Division Palakkad
GENERAL-Construction of Compound wall for ITI Nemmara-Construction of Security cabin, Compound wall and main gate for ITI Nemmara-General Civil Work
2025_PWD_824324_1
PWD/BLDG/TR/10055/2025_5_1_1/1
Open Tender
Civil Works - Buildings
180 days
NENMARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
19 Feb 2026
29 Dec 2025
9 Jan 2026
29 Dec 2025
7 Jan 2026
29 Dec 2025
Amount
CONSTRUCTION OF COMPOUND WALL
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)
OD49399/2025-2026:(OD Reference-60.7.1-irrigation)DR RUBBLE MASONRY-Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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)
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.
OD248675/2025-2026:Providing and laying in position, machine batched and machine mixed design mix M-25 grade (28 day compressive strength should be >29 N/mm2) cement concrete for reinforced cement concrete work, using cement content as specified by Engineer-in-Charge (upto a max cement content of 450 kg/cum), including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Excess/less cost of cement as per mix design is not payable /recoverable. All work upto plinth level
OD248674/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per mix design is not payable but less cement used as per design mix is recoverable. All work above plinth level upto floor V level
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
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)
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
9.147A.5:Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Casement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm & sash / mullion 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of window above 1.50 sqm).
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
9.2:Providing laminated veneer lumber conforming to IS: 14616 and TAD - 15:2001 ( Part B) in factory made frames of doors, windows, clerestory windows and other frames, wrought framed and fixing in position with hold fast lugs or with dash fasteners of wrought framed and fixing 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)
9.6.3:Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineerin-charge and panelling with panels of : (Note:- Butt hinges and necessary screws shall be paid separately)12 mm thick one side Pre- laminated particle board (decorative lamination on one side and other sides balancing lamination) grade - I medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-I conforming to IS : 3087 bonded with BWP types synthetic resin adhesive as per IS : 848 and pre - laminated conforming to IS : 12823 Grade - I, Type II marked:
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.
11.48.2:Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 600x600 mm
OD49400/2025-2026:Supplying and fixing name board with stainless steel letters fixing on ACP Sheet, as per direction of Engineer in charge.
OD49995/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete
OD50069/2025-2026:PVC WEEP HOLES - Providing weep holes using 75mm dia PVC pipes working pressure 4kg/sq.cm including cost of materials, conveyance, labour charges etc. complete.
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
Temporary Partition and other Miscellaneous Works
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
OD254184/2025-2026:Providing and fixing of external wall system on Light gauge steel frame work with 9mm to 10mm thick heavy duty fiber cement board confirming IS 14862:2000 (high pressure steam cured) as per standard sizes fixed with self drilling / taping screws / fasteners of approved make. Proper taping and jointing to be done for seamless finish(cost of frame work to be paid for separately).
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
13.48.1: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
13.9.2:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster
OD254158/2025-2026:Stainless Steel Wash Basin with 4 Taps including fittings and conveyance.
OD254183/2025-2026:Providing and fixing Zinc Alloy automatic and adjustable closing mechanism safety spring door closer including fittings and all necessary items
50.18.9.18.1:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall
50.18.9.21:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Elbow
50.18.9.21.10:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x63 mm dia Reducer
50.18.9.21.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend
SAMUEL VARGHESE (BID ID -2453731)
Bidder Name
SAMUEL VARGHESE
SHAN. B
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