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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.5 LAccepted-AOC | L1 | Accepted-AOC Technically and financially qualified as L1 and work order issued w.e.f.20.12.2024 | |
| 2 | Rejected-Technical | - | Rejected-Technical Not Submitted GST returns for january to march, P/L A/c and balance sheet for 2023-24 and turnover 2023-24. | |
| 3 | Rejected-Technical | - | Rejected-Technical Not Submitted GST returns for january to march, P/L A/c and balance sheet for 2021-22 and turnover. |
Tender Value
Refer Docs
EMD Value
₹52,000
Closing Date
7 Oct 2024, 3:00 pmClosed
The Director, ICAR-IIHR
ICAR-IIHR, Hesaraghatta, Bangalore.
Construction of Office building (14.50 mtr x 7.5 mtr) with staircase and electrical installation at ICAR- IIHR,CHES-Bhubaneswar, Odisha 751019
2024_DARE_826422_1
5-102/2-119/2024-25/SP-CHES-B
Open Tender
Civil Works
Works
60 days
ICAR- IIHR, CHES-Bhubaneswar, Odisha 751019
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹52,000
28 Dec 2024
17 Sept 2024
9 Oct 2024
17 Sept 2024
7 Oct 2024
17 Sept 2024
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
Col: 4 x 1.20m x 1.20m x 1.80m
Wall:12.70m x 0.60m x 0.70m
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
4 x 1.20m x 1.20m x 0.30
12.70m x 0.60m x 0.10m
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): 8 graded stone aggregate 40 mm nominal size)
4 x 1.20m x 1.20m x 0.15m
12.70m x 0.60m x 0.10m
7.70m x 2.50m x 0.10m
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 (zone-III): 3 graded stone aggregate 20 mm nominal size)
4 x 1.20m x 1.20m x 0.10m
4 x 0.60m x 0.60m x 0.50m
4 x 0.50m x 0.40m x 2.00m
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. above plinth level up to floor five level, excluding cost of centering, shuttering finishing and reinforcement :1:1.5:3 (1 cement: 1.5 coarse sand(zone-iII): 3 graded stone aggregate 20 mm nominal size)
4nos x 0.50m x 0.40m x 3.00m
10nos x 0.50m x 0.40m x 3.00m
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15" landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size).
P.B: 12.70m x 0.25m x 0.30m
LB:12.70m x 0.25m x 0.15
R.B: 12.70m x 0.25m x 0.20m
LB: 2 x 15.0m x 0.25m x 0.15m
2 x 7.70m x 0.25m x 0.15m
M.B: 5 x 7.70m x 0.50m x 0.40m
R.B: 2 x 14.50m x 0.25m x 0.20m
2 x 7.70m x 0.25m x 0.20m
Roof: 14.50m x 7.70m x 0.10m
Chajja: 6 x 4.00m x 0.60m x 0.08m
2 x 1.00m x 0.60m x 0.08m
Stair :2 x 4.0m x 1.20m x 0.12m
2 x 3.00m x 1.20m x 0.12m
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.
6nos x 4.00m x 0.60m
2nos x 1.00m x 0.60m
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth. beams, girders, bressumers and cantilevers.
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Hot rolled deformed bars.
Brick work with non modular fly ash bricks conforming to 15:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in Cement mortar 1:4 (1 cement: 4 coarse sand).
12.70m x 0.30m x 0.40m
12.70m x 0.25m x 3.50m
12.70m x 0.25m x 3.00m
2 x 12.0m x 0.25m x 3.00m
2 x 7.70m x 0.25m x 3.00m
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. (Frame: 40mm x 40mm x 6mm & 12mm Square bar)
6nos x 3.00m x 1.50m
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 20mm 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., complete Size of Tile 600x600 mm.
20nos x 1.20m x 0.05m
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
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.).Baluster (50 x 50)
25nos x 0.70m
Hand rail: 3 x 3.0m
20 mm cement plaster of mix: 1:4 (1 cement: 4 fine sand)
20 mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand)
Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied 1.67 Itr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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 ttr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm.
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.
6nos x 3.00m x 1.50m
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/clerestory windows & clerestory other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed 55 screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In-Charge. (M.S hold fast/lugs or S5 dash fasteners shall be paid for separately). Frame size 50 x 125 mm
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and foxing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)35 mm thick
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- charge. (Glazing, paneling and dash fasteners to be paid for separately):For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron)
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling. C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- charge. (Glazing, paneling and dash fasteners to be paid for separately): For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron)
6 x 3.00m x 1.50m [email protected]/m2
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) From brick work in cement mortar
2 x 12.0m x 0.70m x 0.25m
1 x 6.00m x 0.70m x 0.25m
29 Demolishing R.C.C. work manually/ by mechanical means Including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge
8x0.50m x 0.40m x 0.70m
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer In charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix).
12.0m x 7.0m x 0.08m
ELECTRICAL INSTALLATION
Supplying and fixing of following ways surface/ recess(4+12)mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required. (Note: Vertical type MCB TPDB is normally used where 3 phase outlets are required.)
Wiring for circuit/submain wiring along with earth wire with the following sizes(4 X 10 sq. mm + 2 X 6 sq. mm earth wire) of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
Wiring for circuit/submain wiring along with earth wire with the following sizes(2 X 4 sq. mm + 1 X 4 sq. mm earth wire) of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
Wiring for circuit/submain wiring alongwith earth wire with the following sizes (2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire) of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required.
Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and fixing 1 no. 5 pin 15/16 A modular socket outlet and 1 no.25A modular AC starter, connections etc
Supplying and fixing of 63A 4pole MCB as required
Wiring for light point/fan point/ exhaust fan point/call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 nos. 5 pin 5/6 A modular socket outlet and 3 nos. 5/6 A modular switch, connections etc. as required
Supplying and fixing of 22W LED surface panel light(Sqare type) as required.
Supplying and fixing of 26W high speed BLDC ceiling fan(48") with good star rating as required.
Supplying and fixing of modular regulator as required.
Supplying and fixing of 32A C type SP MCB as required.
Supplying and fixing of 25A C type SP MCB as required
Supplying and fixing of 16A C type SP MCB as required.
Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including Gl wire accessories, and providing masonry enclosure with over plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required.
Supplying and fixing of light class G.I. pipe of 75mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required.
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