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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹20.0 L+₹92,117.47 (4.83%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NIHAS EM L1 | Nishad P I L2 |
|---|---|---|---|---|---|
| 1.00Civil Works | |||||
| 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 | 47.97 | cum | 257 ₹12,327.26 Lowest | 260 ₹12,471.16 |
| 1.00 | 2.26.1
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated
or stacked materials.All kinds of soil | 19.79 | cum | 131 ₹2,592.49 Lowest | 135 ₹2,671.65 |
| 1.00 | 50.2.3.1
Pumping or Bailing out water and removing slush etc by using pump set including
cost of labour, oil hire charges of pumpset, etc complete | 30 | hour | 345 ₹10,350 Lowest | 350 ₹10,500 |
| 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 | 5.38 | cum | 318 ₹1,711.16 Lowest | 320 ₹1,721.92 |
| 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) | 3.05 | cum | 7,932 ₹24,208.46 Lowest | 8,000 ₹24,416 |
| 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 | 2,016.13 | kilogram | 112 ₹2,25,806.67 Lowest | 120 ₹2,41,935.72 |
| 1.01 | 5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any
thickness) including attached pilasters, butteresses, plinth and string courses etc. | 108.55 | sqm | 839 ₹91,073.45 Lowest | 900 ₹97,695 |
| 1.01 | 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended
floors, roofs, landings, balconies and access platform | 19.7 | sqm | 961 ₹18,926.9 Lowest | 980 ₹19,301.1 |
| 1.01 | 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 derived from natural sources) | 19.2 | cum | 12,772 ₹2,45,235.17 Lowest | 13,000 ₹2,49,613 |
Tender Value
Refer Docs
EMD Value
₹47,737
Closing Date
16 Sept 2025, 4:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
General Hospital, Ernakulam-Setting up of Open Gym/ HiTech Gym/ Exercise Track, Ernakulam District
2025_KEL_794178_1
KRO/BDC/2103/2025
Open Tender
Civil Works - Buildings
Item Rate
KEL MAMALA
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹47,737
Yes
19 Sept 2025
3 Sept 2025
17 Sept 2025
3 Sept 2025
16 Sept 2025
3 Sept 2025
3 Sept 2025 - 16 Sept 2025
Amount
Civil Works
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
2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
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
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)
5.22.6 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
5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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 derived from natural sources)
22.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
9.133.2.1 Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the 'W' profile (0.55 mm thick) having a knurled web of 51.55 mm and two flanges of 26 mm each with lips of 10.55 mm, placed @ 610 mm C/C in perimeter channel having one flange of 20 mm and another flange of 30 mm with thickness of 0.55 mm and web of length 27 mm. Perimeter channel is fixed on the floor and the ceiling with the nylon sleeves @ 610 mm C/C with fully threaded self-tapping dry wall screws. Board is fixed to the 'W' profile with 25 mm countersunk ribbed head screws @ 200 mm C/C., all complete as per the drawing & directions of engineer-in-charge, the joints of the boards are finished with specially formulated jointing compound and 48 mm wide jointing tape to provide seamless finish.8 mm thick cement fibre board as per IS : 14862
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
12.48 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)
13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
13.43.1 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
21.1.1.2 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, Aluminnium 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 portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
21.1.2.2 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)
9.121 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of crosssection 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.
9.122.1 Providing and fixing to existing door frames.30 mm thick Glas Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS : 14856, including fixing to frames.
50.12.4.2 Providing and fixing false ceiling with 7.5 mm thick PVC wooden grains panel board ceiling of approved quality in aluminium frame work with necessary screws etc complete ( aluminium frame work shall be paid separately)
OD72524/2025-2026 Supplying and Providing and laying 4mm thick SPC Vinyl Flooring of approved make, in all colours and shades, laid on existing floor, including cost of material and Labour all Etc. complete.
50.6.1.1 Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
Electrification Works
1.10.2 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 medium class 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.Group B
1.14.1 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required2x1.5 sq.mm + 1x1.5 sq.mm earth wire
1.14.2 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
1.24.1 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 amps switch
1.24.3 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 amp switch
1.24.4 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.3 pin 5/6 amp socket outlet
1.24.5 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 amp socket outlet
1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
1.27.3 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.4 Module (125mmX75mm)
OD72519/2025-2026 Supply and installation of 1200mm, 20W LED tubelight with all accesssories as required. (Make:Crompton/Philips/Wipro)
90.4.5.4 Supply, Installation, testing and commissioning of ceiling fan of following sizes including wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. 1200mm sweep - ceiling fan complete with service value minimum 4.0(cub meter/minute/Watt), Air delivery minimum 210(cubic meter/minute), Copper winding suitable for 230V/240V single phase AC supply
Open Gym Equipments
OD78251/2025-2026 Supply and installing of Fun Walker (single) - Upright structural posts of height 1.25 m. HOT DIP Galvanized steel with a 114mm O.D. and 2.2mm (wall) thickness of the tubing - Two numbers of Foot Rest of size 361 mm x 161 mm are attached to the Standing Bars 957mm x 60 mm fabricated from 60 O.D. galvanized steel pipes - The poles are welded on to a base plate made from steel with 114mm inner diameter - Bearings : Maintenance-free ball bearings - The product must be tested and certified to meet EN16630 safety standards
OD78252/2025-2026 Supply and installation of Shoulder Twirl outdoor gym equipment, featuring dual opposing wheels with handles, designed to enhance shoulder flexibility and range of motion. The equipment consists of upright structural posts (1.15m height) made from HOT DIP Galvanized steel, with circular handrails. The poles are welded to a steel base plate with a 114mm inner diameter. The equipment features maintenance-free ball bearings and is tested and certified to meet EN16630 safety standards with GS test mark.
OD78253/2025-2026 Supply and installing of shoulder cum Chest Press - Specifications - Upright structural posts of height 1.88 m. HOT DIP Galvanized steel with a 114mm O.D. and 2.2mm (wall) thickness of the tubing - A pair of U-Shaped Bar of 1.02 m and Dia 40 mm while the handles are placed at a spacing of 698 mm fabricated from 40 O.D. galvanized steel pipes - The poles are welded on to a base plate made from steel with 114mm inner diameter. Bearings : Maintenance-free ball bearings - The product must be tested and certified to meet EN16630 safety standards with GS test mar
OD78256/2025-2026 Supply and installation of 1 Sitting Cum 2 Standing Twister, designed for outdoor spaces, promoting strength, flexibility, and a healthy lifestyle. The equipment consists of 1.15m high upright structural posts made from HOT DIP Galvanized steel with circular handrails, featuring one rotating stool for sitting and one for standing positions. The poles are welded to a steel base plate with a 114mm inner diameter, and the equipment includes maintenance-free ball bearings, tested and certified to meet EN16630 safety standards with GS test mark
EXCLUSIVE OF GST
Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items
3.Rate should be Exclusive of GST.
4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.
5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference
8.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.)
11.ELECTRICAL: Note: Rate should be inclusive of preparation of schematic diagram and getting approval from KSEB/Electrical Inspectorate. Statutory fees paid to KSEB/EI shall be paid by us separately.
Make of Electrical equipments/materials
All electrical materials/equipments shall be of best branded items with ISI, strictly as per schedule specification
Switches/Sockets/Regulators - SCHEIDER/ABB/HAVELS/LEGRAND or equivalent
Nishad P I (BID ID -2340270)
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