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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC | L1 | Accepted-AOC Work Awarded | |
| 2 | L2₹7.3 L+₹11,150.08 (1.55%)Rejected-AOC | L2 | Rejected-AOC Work not awarded | |
| 3 | L3₹7.7 L+₹51,181.32 (7.13%)Rejected-Finance | L3 | Rejected-Finance 3rd lowest | |
| 4 | L4₹7.9 L+₹69,217.69 (9.64%)Rejected-Finance | L4 | Rejected-Finance 4th lowest |
Tender Value
₹7.2 L
EMD Value
₹18,000
Closing Date
14 Aug 2023, 5:00 pmClosed
DFO, Punalur
O/o DFO Punalur
Erecting new Artistic Arch, Ticket counter room, Compound wall cum Gate at the entrance of Vana Deepthi- Nagar Vatika, Pathupara in Ambanar Forest Station of Pathana puram Range during 2023-2024
2023_FD_591437_1
19/2023-2024
Open Tender
Civil Works - Others
Item Rate
90 days
Pathupara
Details attached separately
4 documents required · 4 mandatory
₹1,700
₹18,000
Yes
13 Sept 2023
2 Aug 2023
17 Aug 2023
2 Aug 2023
14 Aug 2023
2 Aug 2023
Amount
od112197/2023_2024 Earth work in excavation by mechanical means (Hydraulic excavator) 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.<br>All kinds of soil
4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
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
5.22.6 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
5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
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
od112200/2023_2024 Providing and fixing Ist quality stone cladding tiles conforming to IS: 15622<br>(thickness to be specified by the manufacturer), of approved make, in laterite colour as per drawings.<br>in skirting, risers of steps and dados, over 12 mm thick bed of cement<br>mortar 1:3 (1 cement : 3 coarse sand) and jointing withgrey cement slurry @<br>3.3kg per sqm, including pointing in white cement mixed with pigment of matching<br>shade complete
od112201/2023_2024 Artistic designing and molding pillar and laying non modular bricks around the concrete piller and beams,Artistic plastering and beautifully painted as per plan and direction of departmental officers etc complete
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
60.7.2 DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and 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)
5.9.5 Centering and shuttering including strutting, etc.and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings,balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases up to floorfive level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
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
50.6.2.2 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
5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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 ordash 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 withnecessary 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
50.9.6.1 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick floatglass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessaryscrews.Using Anjili wood / jack wood 30 mm thick shutters
9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nutsand wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3coarse sand : 6 graded stone aggregate 20 mm nominal size)
14.29 Providing and fixing M.S. round or squre bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows.
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 andshades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the jointswith white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm
13.4.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
50.13.1 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labourcharges etc complete
13.7.2 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
13.50.1 Applying priming coat:With ready mixed pink or Grey primer of approved and manufacture on wood work (hard and soft wood)
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)
9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of leverhandles of approved quality with necessary screws etc. complete
9.63.2 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:200x10 mm
50.9.15.4 Providing and fixing iron hooks and eyes: 150 mm
50.9.15.5 Providing and fixing iron hooks and eyes: 100 mm
2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundationtrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides andramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m.All kinds of soil
60.7.2 DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubbleincluding conveyance of material and 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 cementconcrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinthlevel with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.6.3.2 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest availablesize confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in :CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
13.4.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
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)
10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., includingcutting, hoisting, fixing position and applying a priming coat of approved steel primer, including weldingand bolted with special shaped washers etc. complete.Hot finished welded type tubes
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
Electrical works
Refixing existing steel name board and polishing works
VINU S
Mahadevan T R
Shibu Solomon
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