Tender For Construction Of Mushroom Production Unit (Size 10.40X6.40 Mtr.) And Repairing Of Existing Button Mushroom Production Hall At Rac Under Bau, Kanke, Ranchi.
Tender Value
23.08 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
0 days left
EMD
46200
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ranchi → Jharkhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Mushroom Production Unit (Size 10.40X6.40 Mtr.) And Repairing Of Existing Button Mushroom Production Hall At Rac Under Bau, Kanke, Ranchi.
BOQ
| Sl. No. | Item Description |
| 1 | Efficient matching hermetic sealed compressor with R407C/R404A/R410 CFC free refrigerant wall mounted type evaporator and condensing unit (sleek in design), split capacity cooling system, energy efficient, with proper air circulation Works on 440V, 3 phase provided with safety thermostat, control valve on suction and discharge side. Complete with gauges, valve, safety thermostat digital etc. Complete with all electrical fittings and panels. suitable Capacity - 66,000 BTUh Power Input - 415V/3ph/50Hz 5°C to 30°C and is controlled by microprocessor based Digital temperature Indicator cum Controller with PT-100 sensor with accuracy of + 1°C. Will be displayed outside. With datalogger in USB drive. |
| 2 | Humidity Range from ambient to 85%controlled by Digital humidity indicator cum controller. Humidity is generated by humidifier. Works 24x7 hours Highest energy saving model High humidification capacity of 6 – 8 litrs./Hr. Capable of generating high RH levels (even > 90%) Humidifier Capacity - 10 Lit/Hrs. Power code - 230 V AC single Phase, 50 Hz Number of cards - 2 SMPS Area Coverage - 600 to 800 sq. ft. Power - 550 Watt. Servo Stabilizer 40 kva |
| 3 | Fresh air roller fan with high CFM Branded motor 0.5 HP |
| 4 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. |
| 5 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I |
| 6 | Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 8 | 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. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Stone crusher dust fine than 3 mm with not more than 10% passing sieve at quarry |
| 10 | 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 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 12 | Providing designation 75B brick work in C.M (1:6 ) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. |
| 13 | Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth watering and disposal of unserviceable materials with all leads all complete as per direction of E/I |
| 14 | Providing designation 75 A brick work in C.M. (1: 6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 15 | Providing Tor steel reinforcement of 8mm. dia rods as per approved design and drawing -do- -do- TMT Fe 500 (Only valid for SAIL & TATA Steel, JSPL, and Vizag Steel) |
| 16 | a) 10 mm (TMT coil Fe 500) (Only valid for SAIL & TATA Steel, JSPL, and Vizag Steel) |
| 17 | Steel work in built up 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. |
| 18 | Providing, fabricating and supplying shadow box of required size anD shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi-rigid, inorganic, non-combustible fibre glass wool insulation 50 mm Thick, conforming to IS: 8183 and BS: 3958 Part 5. The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non-woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 gm /sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc complete. |
| 19 | Providing and fixing of external thermal insulation and composite system with First layer of self-extinguishing type ExpandedPolystyrene (EPS) insulation boards of 120 mm thick ( max 1mX0.5m section), confirming to IS 4671:1984, having thermal conductivity of0.034 W/mK, (measured as per IS 3346-1980), density of 20-24 kg/ m³ measured as per IS 5688-1982, Fire retardant property selfextinguishing type as per EN 13501-1, bonded with special polymer modified cementitious adhesive confirming to EOTA ETAG 004(European Technical Approval) formulated to bond polystyrene insulation boards to typical mineral substrate (according to ETAG 004) and Polypropylene mechanical fasteners with plastic pin confirming to EOTA ETAG 014 (European Technical Approval) having dia 10mm & L=200mm on finished level wall and the junction between two adjacent EPS boards to be sealed with low expansion moisture cure Polyurethane Foam. Second layer consists of Fiberglass mesh covered with alkali-resistant coating, mass per unit area ?145 gm/ m², mesh size: 3.9x4.0 mm ±10% embedded in special polymer modified cementitious Base Coat with hydrophobes and the corners will be protected with Corner-beads with alkali-resistant mesh wings at least 10 cm wide, mesh mass per unit area min 145 gm/m². The surface will be levelled, finished, made smooth complete in all respect as per manufactures specification and as per directions of Engineer in-Charge |
| 20 | Providing and fixing in position, 130 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire fabric mesh duly finished with shortcrete materials on outer faces. The fabric mesh shall be made of 3 mm dia zinc coated G.I. wire mesh with 50 mm pitch in both the directions and on both faces of the wall and connected by GI wire of 3mm dia at alternate row by welding. The EPS core shall consist of 60 mm thick EPS of density not less than 16 kg/ per cum. Both the outer faces of the panel shall be finished by applying the layer of 35 mm thick cement mortar 1:3 {1cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} with the help of shotcreting/guniting equipment etc at a pressure not less than 1 bar (100KN/m2) and both surfaces finished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge |
| 21 | Providing 12mm thick plaster (1:6) with clean coarse sand of FM 1.5 including screening curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 22 | Providing & Applying high quality acrylic modified resin based texture of Dholpur/Red sand stone Pattern with anti algae and UV resistance properties to be applied as intermediate finish in desired pattern @ 43.04 kgs/10 sqm to form film of 1- 1.5 mm thickness after scrapping and properly cleaning the surface to remove loose particles from the plaster surface, followed by top coating with Premium Acrylic Smooth exterior paint with Silicone additives of required shade by two or more coats @ 1.43 litres/10 sqm, complete as the direction of Engineer -in-Charge |
| 23 | Providing two coats of synthetic enamel paint & Providing primer one coat of red lead paint approved shade and made over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/I |
| 24 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 25 | Providing 150mm. Wide brick drain in cement mortar (1:6) with av. 150mm clear depth and 125mm apron including cost of eartwork involved with 75mm cement concrete (1:4:3) over one brick designation 75A flat soling in proper grade and slope at the base the drain duly plastered in C.M. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I. |
| 26 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent ement ,trenching ,refilling & testing of joints completeas per direction of Engineer in Charge. 20 mm dia pipes |
| 27 | a) Carriage Sand |
| 28 | b) Carriage Stone chips |
| 29 | c) Carriage Brick (8 Km) |
| 30 | Add GST 18% |
| 31 | Add LWF @1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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