APART/NOCP/ WAREHOUSES /DNG-01 (Renovation and Upgradation of Warehousing Facilities under the scheme of APART in existing Warehouse Complex at Kharupetia in Darrang District)

Amount

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (B) Extra over item no.1.1(A) above for each 1m depth or part thereof beyond the initial depth of 2m

Shuttering and shoring the earth at different levels in foundations where necessary with required prop, struts, planks, timbers, nails etc. including dewatering if necessary, complete as directed and specified (measurement to be taken in the face area timbered) (a) Upto a depth of 1.5 metre

Shuttering and shoring the earth at different levels in foundations where necessary with required prop, struts, planks, timbers, nails etc. including dewatering if necessary, complete as directed and specified (measurement to be taken in the face area timbered) (b) Above 1.5 m upto 3.00 m depth

Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading.

Extra lead per km truck carriage for sand gravel beyond the initial lead of 8 km.

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume

Plain cement concrete floor base in prop1:3:6 laid in alternate bays as specified with coarse agg. of size 13mm to 32mm including dewatering if necessary, and curing etc. complete. c) 100mm thick

Providing and laying 25mm thick damp proof course with cement concrete in prop 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing etc. complete as directed

Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of foRm work and reinforcement for reinforced cement concrete work (foRm work and reinforcement will be measured and paid separately) (I) Using Mixer Machine (A) In substructure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. N) Without using admixture, plasticiser b) Sqm0 grade concrete or Prop. 1:1.5:3

Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of foRm work and reinforcement for reinforced cement concrete work (foRm work and reinforcement will be measured and paid separately) (I) Using Mixer Machine (B) In super structure from plinth level up to 1st floor level. ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing. N) Without using admixture, plasticiser b) Sqm0 grade concrete or Prop. 1:1.5:3

Providing foRm work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank

Providing foRm work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: Sides of tie beams, grade beams etc. at or below ground level. (b) Using 25mm thick plank

Providing foRm work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: Columns, Pillars, Posts & Strut (a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face (ii) Using 25mm thick plank

Providing foRm work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (a) For depth not exceeding 1.0M. (ii) Using 25mm thick plank

Vertical surface such as walls (any thickness), parapet walls, partitions, walls of septic tank, inspection pit and the like including attached pilasters, butresses, plinth and string courses and the like. (ii) Using 25mm thick plank

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a).Brick on flat soling.

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (b).Brick on edge soling

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (c)Stone soling of thickness 150mm

Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4.

Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (Il) In superstructure above plinth level up to 1st floor level. (b) In proportion 1:4.

1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paid separately) (A) 112mm thick brick wall (a) In cement mortar in proportion 1:4. (1 cement:4 sand)

Cement plaster skirting with cement mortar in prop. 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement including rounding of junctions with floor. (a) 15 mm thick

10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed. b) In cement mortar 1:4

15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. A) On rough side b) In cement mortar 1:4

Extra over item no 6.2.1 to 6.2.3 for providing and mixing water proofing materials in cement mortar in prop as recommended by the manufacturer including curing complete as directed. i) 10 mm thick plaster b) In cement mortar 1:4

Extra over item no 6.2.1 to 6.2.3 for providing and mixing water proofing materials in cement mortar in prop as recommended by the manufacturer including curing complete as directed. ii) 15 mm thick plaster b) In cement mortar 1:4

Providing Pre Painted Galvanized Iron Sheet Roofing (PPGI) at all levels including fitting and fixing with self drilling, self tapping screws complete. (Roof trusses, purlins etc. to be measured and paid separately.) TATA Blue scope/ Dyna roof / Durakolor /Wonder Roof or equivalent as directed by the Departement (iii) 0.50 mm thick

Providing Pre Painted Galvanized Iron Sheet (PPGI) accessories (Ridges / Valley / Gutter /Flashing) at all levels including fitting and fixing self drilling, self tapping screws complete complete. TATA Blue scope/ Dyna roof / Durakolor /Wonder Roof or equivalent as directed by the Departement (iii) 0.50 mm thick

Providing two coats of Birla White Wall Care Putty (Water Resistant White Cement based putty for concrete/ mortar walls and ceiling both internal and external) after removing all loosely adhering material from the wall surface with the help of emery stone, putty blade or wire brush and moistening the wall with sufficient quantity of clean water as specified and directed by the department. (Total thickness of two coats is maximum 1.5mm) (i) Thickness = 1.5 mm thick

Applying one self-priming coat of acrylic emulsion coating of Unicem "Rakshak" brand by thinning 1ltrs of paints with 1ltrs of water over freshly plastered wall surface after throughly brooming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth as specified and directed by the department. (b) Unicem Rakshak

Finishing old/new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Dulux (ICI) paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats)

Synthetic enamel paint, aluminium paint / bituminus paint on steel and other metal surfeces. i).Removing old paint from steel and other metal surface and making the surface even. (b) With paint remover

Applying primary coat over new steel and other metal surface over 100m in width or girth after preparing the surface by throughly cleaning oil,grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper. a). With ready mixed "red-lead/ red oxide" primer.

Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand and manufacture(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter. (i).Surfaces over 100mm in width or girth. a). General purpose (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac).

Supplying, fitting and fixing in position reinforcement bars confoRming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (ii)Super Ductile (SD) TMT reinforcement bars

Structural steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint (up to 4.6m height) from plinth level including drilling holes, supplying, fitting and fixing with bolts and nuts or welding, if necessary as directed. b) In flat up to 25mm thickness

Structural steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint (up to 4.6m height) from plinth level including drilling holes, supplying, fitting and fixing with bolts and nuts or welding, if necessary as directed. c) In M.S. angles, channels, Tees etc.

Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section confoRming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. a) TATA make Circular Hollow section- CHS of Grade YST-310 confoRming to I.S. Specification : 1161-1998

Providing and fixing rolling shutters of approved make made of 80mm wide M.S. laths interlocked together through their entire lenth and jointed together at the ends by end-locks mounted on specially designed pipe shaft with bracket plates, guide channels and arrangements for inside and outside locking with push-pull operation complete including cost of wire, spring and hood cover for the shutters.

Supplying fitting and fixing M.S.angles, M.S. flat, M.S. bolts and nuts including painting with red lead paint one coat complete as directed. a) M.S. Angles

Providing plinth protection with bricks flat laid in cement mortar 1: 4 and finished with 15mm thick cement plaster in prop. 1:2 with a floating coat of neat cement finish.

Providing drain with cement concrete (1:3:6) 10cm thick sides 10cm thick bed over brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified. ii) 300mm wide and average 250mm deep with bed slope 1 in 150 with initial depth of 100mm.

Preparing the RCC surface in roof slab, chajjas, terraces, sunken slabs, septic tank, OH tank, raft slab, walls etc. by thoroughly cleaning with wire brush etc. followed by power washing for making the surface absolutely free from any foreign particles like dust, oil, grease etc. and allowing surface to dry complete as directed at all levels.

Providing, supplying, mixing and champhering the edges along joint of parapet wall & roof slab/ chajja & exterior wall/ walls & raft slabs etc. having champhered dimension of 150mm x 150mm with cement sand mortar (prop.1:4) mixed with Plastocrete Plus of Sika India Ltd./Dr. Sealkit LW Super (Asian Chemicals) /Rheomac 707 of BASF@ 0.2% by weight of cement over a primer coat on the area to be champhered with a combination of modified Styrene Butadiene Rubber based polymer like Sika Latex of Sika India Ltd./Rheomix 141 of BASF and cement in the ratio 1:8 to be applied by brush as specified & directed by the Department complete.

Demolishing plain cement concrete including disposal of debris as directed for all levels (i) Prop (1 : 4 : 8) or leaner mix

Demolishing RCC work including stacking of steel bars and disposal of unserviceable material as directed for all levels

Extra for cutting reinforcement in RCC or RB work at all levels (Payment to be made on cross sectional area of RCC or RB work obtained by multiplying the length of the cut reinforcement and thickness of the member).

Extra for scraping, cleaning and straightening reinforcement from RCC or RB work at all levels

Demolishing brickwork including stacking of serviceable materials and disposal of unserviceable materials as directed for all levels

Dismantling steel work in single sections (R.S.Joists, channels, angles, tees and flats etc.) including dismembering and stacking the materials as directed by the Department for all levels.

Dismantling steel work in built up sections in joists, angles, channels, tees, flats etc. including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking the materials as directed by the Department for all levels

Dismantling all types of corrugated/ trapezoidal sheet roofing including ridges, hips, valleys and gutters etc. and stacking the materials as directed by the department for all levels

Demolishing the plastering from walls/ R.C.C. and P.C.C. members without causing any damage to the wall/ member upto any height including disposal of debris as directed for all levels.

Demolishing CC floors of various thickness including top layer and base course and disposal of debris as directed for all levels.

Dismantling of existing steel windows/ steel ventilators/ steel windows and steel ventilators without damaging the walls, removing to a safe place and necessary repairs to the edges of walls.

Surface dressing of ground including removing vegitation and/ or undulation of ground not exceeding 150mm deep and disposal of rubbish outside the periphery and lift up to 1800mm in all kinds of soil.

Jungle clearence including uprooting of vegitation, grass, brush-wood, sapling and trees not exceeding 300mm girth and disposal of the same outside the periphery and lift upto 1500mm

Pre construction anti - teRmite treatment at the bottom of foundation pits and walls on either side up to a height of 300mm from bottom of the excavation made for column plinth beam, wall, trenches etc. by applying the emulsion @ 5 (five) litres per square meter of the surface area before starting construction work (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete. a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.

Pre construction anti - teRmite treatment in the back fill in immediate contact with the foundation structure after completion, column, wall etc. to a depth of 450mm and width 300mm (when required refill in 200mm thick layers) applying the emulsion @ 5 (five) litres per square meter towards the concrete and masonry walls so as to ensure earth in contact with the structure well treated - with chemical (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete. a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.

Pre construction anti - teRmite treatment by applying in the entire levelled area after plinth filling and before laying floor by applying the emulsion @ 5 (five) litres per square meter of the surface to be spread with light rodding so as to ensure proper absorption by the filled up earth (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete. a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.

Pre construction anti - teRmite treatment by applying in the junction of walls, column with the floor before laying floor and after operation of item no. 26.1.3 above making a channel 30mmx30mm all over the walls and making rod holes @ 150mm apart up to ground level below and applying emulsion @ 11 litres per square meter of vertical plinth wall surface inside the building so as to soak the soil with the emulsion up to the ground level and refill the holes and channel with the original materials obtained in making channels (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete. a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.

Pre construction anti - teRmite treatment by applying the soil along the external perimeter of the building (after construction completed) to a distance close to the plinth wall as specified and as directed by the deptt. up to a depth of 300mm making rod holes along the line @ 150mm apart to a depth of 300mm and applying emulsion @ 4.5 litres per running meter ensure moistening of the soil with emulsion (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete. a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.

Chipping and breaking / cutting of loose concrete, mortars etc. using electrical chipping hammers to the satisfaction of the Engineer-in charge for successful execution of the subsequent rehabilitation works at all heights with all leads, lifts etc complete with all tools and machineries required for the job , operator, applicator, labour, scaffolding for staging and supervision etc.

Providing and applying two coats of NitozincPrimer a two component epoxy zinc rich primer/ sika top AaRmatec- 108 or equivalent product on the properly cleaned and prepared steel bars after the required chipping and cleaning of the concrete surface as per the manufacturer's specifications.

Before laying of the Micro Concrete, the substrate shall be coated with a bonding agent, Nitobond EP Std. / Sikadur -32 LP or equivalent product and the micro concrete shall be poured within 6 hrs/ 4 hrs or as applicable of the application of the bonding agent.

Providing and placing free flow micro concrete Renderoc RG / Sika Micro - concrete-2 or equivalent product of after fixing slurry tight shuttering. The micro concrete should be mixed mechanically while maintaining water, powder ratio of 0.16 strictly in accordance with the manufacturer's instructions and as per the direction of the Engineer- in -Charge.The micro concrete should develop a compressive strength of 10N/mSqm within 1 day, 40N/mSqm within 7 days and 50N/mSqm within 28 days.The cost is inclusive of materials, transportation, labour, taxes etc. all completre.

Drilling 12mm diax100 mm hole into the concrete surface using concrete hammer drill machine.Providing 10mm PGMS nozzles in a grid of 0.25m both and injecting with high strength cementitious grout- Cebex 100/ sika Intraplast EP or equivalent product till completion and refusal of grout complete as per manufacturer's specifications. The nozzles are to be sealed off after grouting using Rendoc plug/ Ska-2 morter or equivalent product injection with high strength cemetious grout -cebex 100 / sika intraplast EEP or equivalent product of Fosroc Complete as per the specifications of the manufacure.

Providing and applying two components epoxy resin based moisture intensive low viscous Sikadur-53 UF for high pressure injection grout with drilling & fixing of nozzle at 0.30 mt centre to centre as per manufacturer specification. The cost is inclusive of material, labour, tools & tackles etc all complete.

Crack openings should be chiselled out to approximately 20 mm x 20 mm , and should always be undercut to avoid foRmation of a" V" shape and cut back to a minimum depth of 15 mm and given a good mechanical key to apply Renderoc Plug / Sikadur-31 or equivalent product based per manufacture's specification.

Providing and applying Nitobond SBR Latex / Ska Latex or equivalent priming coat followed by placement of renderoc S2/ sika top 122 or equivalent high build light weight polymer modified morter to give a composited thikness of 100 . The mortar should be mxed machanically white maintainig water powder ratio strictly in accordance with the manufacture's instuctons and as per the dirrection of the Engineer-in-charge. The cost is inclusive of materials and application and exclusive of scaffolding.

Providing and fixing mild steel round holding down bolts with nuts and washer plates complete

Providing and fixing bolts including nuts and washers complete.

Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

Supplying, fitting and fixing in position turbo ventilator of Nylon made Typhonic Bearing, double top cap ensured peRmanent alignment in inverted cap design, corrugated foil framed of aluminium fabrication for wind driven having wind velocity 1600 exauster of effective throatal Dia 21 inch and overall dia 28 inch having overall height 17 inch as specified and directed by the Engineer-in-charge.

Providing & fixing louvers in Airinlet of size (450mmx300mm) at all heights with all leads- 3.5 mm thick toughened frosted glass louvers, 25 micron anodized aluminum sections for louver manufactured from best extruded aluminum sections from approved manufactures, the frame work fixed of jindal sections of minimum anodic coating of grade AC 15 with standard approved fastenings or hinges as per details specifications with all the sections pretreated for removal of any rust and prevention of any further rust, M.S. Grill of required size, one primary coat of red-lead/red oxide primer and two coats of enamel paint of approved brand and manufacture all complete as per specifications and direction by the Engineer-in-charge.

Providing VDF flooring for top coat of floor with dewatering of concrete by vaccum pump and sprinkling non-metallic floor hardner @ 5 kg/sqm followed by a coat of cement slurry mixed with Nitobond SBR latex or equivalent @ 1 kg over 1.25 sqmtr and 67 ml. Nitobond SBR latex. Over the levelling reinforeced cement concrete base 1:1.5:3 simulteniously casted as per specification. 10mm x 12mm groove @ 5 mtr. or equally distributed pattern to be cut and filled with Polysulphide Sealent as grouting compound. Complete and finished in all respect as per company specification and Engineer-in-charge. (The R.C.C. work will be measured and paid separetly)

Providing mild steel barge board size 200mm x 0.3 mm thickness including fitting and fixing self-drilling, self-tapping screws and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints inclusive of scaffolding complete as directed at all levels

Extra for crimp at eave of colour coated zinc-aluminium roof , wall and tile profile sheet accessories (total coating thickness=0.5mm) including fasteners class 2 SDS, fitting and fixing complete. (Roof trusses, purlins etc. to be measured and paid separately.)

Cutting of groove size 10mm x 12mm on walls above DPC edge and filled with Polysulphide Sealent as grouting compound. Complete and Finished in all respect as per company specification and Engineer-in-charge.

Supply and fixing of rebaring chemical Fosroc LOKFIX E75/Hilti RE500 V3 or equivalent - Pure Epoxy Chemical anchor to grout various diameters of reinforcement bar at provided embedment depth upto 100mm or as per the manufacturer's specifications and as directed by Engineer in charge.(Cost of the reinforcement will be paid extra) iii) 12 mm diameter of reinforcement bar as per embedment depth..

Supply and fixing of rebaring chemical Fosroc LOKFIX E75/Hilti RE500 V3 or equivalent - Pure Epoxy Chemical anchor to grout various diameters of reinforcement bar at provided embedment depth upto 100mm or as per the manufacturer's specifications and as directed by Engineer in charge.(Cost of the reinforcement will be paid extra) iv) 16 mm diameter of reinforcement bar as per embedment depth..

Supply and fixing of rebaring chemical Fosroc LOKFIX E75/Hilti RE500 V3 or equivalent - Pure Epoxy Chemical anchor to grout various diameters of reinforcement bar at provided embedment depth upto 100mm or as per the manufacturer's specifications and as directed by Engineer in charge.(Cost of the reinforcement will be paid extra) v) 20 mm diameter of reinforcement bar as per embedment depth..

Providing and applying a chemical and abrasion resistant , high build, two-pack epoxy-novolac system specially designed to provide a tough and impeRmeable high chemical resistant film at a thickness of 500 micron. The coating should able to resist wide range of chemicals both acid and alkaline having Ph value 1 o 14. The cured flim should have Tensile strength 30 N/mm²,Elongation 3%,flexture strength 45 N/mm²,Compresive strength 95 N/mm².

Extra over Item 2.2.1 Providing Recron 3S shall be mixed with the approved concrete and laid over prepared subbase. The work shall be carried out as per direction by Engineer-in-charge. The materials, loading, unloading, transporting to site, removing rubbish from site, all taxes etc. complete for all lead and lift.

Removal of M.S. Roof structure built out of M.S. Circular section of maximum size not more than 100 mm in dia fixed with RCC column, base plate, M.S. bolt etc. The span of the the truss is 12 mtr. And above (maximum 25 mtr.). The truss and purlins should not be dismentalled but to remove from its fixed position carefully without damaging the structure. If any damaged found due to mis-handle of the the structure the contractor has to repair the same without any extra charge. Inclusive of staking the trusses, purlins, base plates, etc. separately in the designated spaces shown by the department (maximum 100 mtr. lead).

Fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section confoRming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates (in columns and trusses), bolts and nuts complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed.

Supplying materials and laying 25 mm thick self adhesive closed-cell nitrile elastomeric rubber insulation foam with non-porous composition, aluminium foam on one side, high theRmal efficiency as well as protection from imminent condensation problems.The product should be environmental friendly and zero Ozone Depletion Potential (ODP). The self adhesived sheets are to be cutted in required size and shape should be fixed with necessary screws and rubber washers fixed to the truss members on both the direction. Including necessary accessories for fitting and fixing of sheet in position as complete as per the instruction of Engineer In Charge. The basic property of the material should be as follows : Fire rated “CLASS O” as per BS 476 Parts 6 & 7; Water vapour peRmeance (0 peRms); Water vapour diffusion factor (> 10,000); Water absorption rate (0.06% by volume); TheRmal efficiency (λ24˚ C = 0.033 W/mK; λ46˚ C = 0.036 W/mK); Temperature range (from -50˚ C to +105˚ C); Antibacterial & antifungal; Environmental friendly – ODP = 0; Low VOC emission level

ELECTRICAL WORKS Wiring to 5 a pin 6 Amps plug point with 1.5 sq. mm P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR confoRming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel /Nicco / Anchor or Equivalent Make as approved by the Deptt.) in surface/ recessed 2 mm thick/ heavy rigid ISI marked IS: 9537 PART - III rigid PVC conduit (Berlia/ AKG / Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.) wiring system including 5 pin 6 Amps flush type plug socket and 6 Amps F/T switch (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.), GI/ MS switch board (I.S.I. mark with phenolic laminated sheet cover including earth continuity with 1.5 sq. mm. cable to third pin of the plug socket etc. as required complete, when placed elsewhere. Short point up to 3.00 metre. length.

Wiring to 5 a pin 6 Amps plug point with 1.5 sq. mm P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR confoRming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel /Nicco / Anchor or Equivalent Make as approved by the Deptt.) in surface/ recessed 2 mm thick/ heavy rigid ISI marked IS: 9537 PART - III rigid PVC conduit (Berlia/ AKG / Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.) wiring system including 5 pin 6 Amps flush type plug socket and 6 Amps F/T switch (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.), GI/ MS switch board (I.S.I. mark with phenolic laminated sheet cover including earth continuity with 1.5 sq. mm. cable to third pin of the plug socket etc. as required complete, when placed elsewhere. Medium point up to 6.00 metre. Length.

Wiring for 5/6 pin 16 Amps power plug point with 4 sq. mm. P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR confoRming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel /Nicco / Anchor or Equivalent Make as approved by the Deptt.) in surface/ recessed conduit wiring system including and fixing 5/6 pin 16 Amps flush type socket outlets and 16 Amps flush type switch ( Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.), GI/ MS switch board (I.S.I. mark with phenolic laminated sheet cover earth continuity with 2.5 sq. mm cable to the 3rd pin of the socket as required complete with 20 mm. dia. 2mm thick/ heavy ISI marked IS: 9537 PART - III rigid PVC conduit (Berlia/ AKG / Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.) Medium point up to 6.00 metre. Length.

Wiring for 5 pin 6 amp plug with 1.5 sq mm P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR confoRming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel /Nicco / Anchor or Equivalent Make as approved by the Deptt.) including 5 pin 6 amp socket outlet (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.)make) and 6 amp flush type switch (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.)make) earthing the 3rd pin of the socket as required on the switch board in surface/ recessed P.V.C. conduit wiring system. When fitted on same board of light and fan.

Wiring for drawing sub-main line with P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR confoRming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts( Finolex /RR Kabel /Nicco / Anchor or Equivalent Make as approved by the Deptt.) in ISI marked hot dip galvanised pipe (AKG or equivalent as approved by the Deptt.) including earth continuity in surface/ recessed conduit wiring system. With 2 x 6 sq. mm. + earth continuity with 1x 4 sq. mm. cable in 25 mm. dia. rigid ISI marked hot dip galvanised pipe .

Supplying and fixing 18 S.W.G sheet steel metal boxes of the following sizes in surface Wiring system with suitable size of 3 mm thickness phenolic laminated sheet cover on the front face of the boxes including painting etc. as required and specified by the department. 100 mm x 100 mm x 60 mm deep (Nominal size)

Supplying and fixing 18 S.W.G sheet steel metal boxes of the following sizes in surface Wiring system with suitable size of 3 mm thickness phenolic laminated sheet cover on the front face of the boxes including painting etc. as required and specified by the department. 200 mm x 200 mm x 60 mm deep (Nominal size )

Fitting and fixing of brackets on the wall in GI/ MS switch board (ISI marked) half conceal on wall with phenolic laminated sheet cover with all accessories such as GI/ MS switch board (ISI marked) with phenolic laminated sheet cover including connection as approved by the Deptt.)as required complete. [BK]

Supplying with fitting and fixing sheet steel, phosphatised, powder painted dust & veRmin proof Double door IP-43 surface mounting SPN MCB DB incorporated with bas-bar, Neutral link, Earth bar and din rail etc fitted on wall with grouting nuts & bolts as reqd. complete with making necessary connection as approved, specified and directed by the deptt. ABB, Schneider MG, legrand, Hager make) 8 way SPN double door

Supplying with fitting and fixing single Pole 10 KA 240/415V 50Hz MCB of the following capacity complete with making necessary connection as approved, specified and directed by the deptt. C Series (Schneider MG, legrand, Hager make) 6 to 32A

Supplying with fitting and fixing DP 10 KA 240/415V 50Hz MCB of the following capacity complete with making necessary connection as approved, specified and directed by the deptt. C Series (ABB, Schneider MG, legrand, Hager make) 6 to 32A

Supplying with fitting and fixing 30/100/300mA sensitivity 240/415V 50Hz DP RCBO of the following capacity complete with making necessary connection as approved, specified and directed by the deptt. 100mA sensitivity DP RCBO (ABB, Schneider MG, legrand, Hager make) 16A

Supply, fitting & fixing 20 mmx5 mm G.I. strips drawn on vertically or horizontally on building wall/parapet wall in surface system complete with supply of G.I. Nuts & Bolts, Screws etc including riveting, soldering and making connection as approved by the Deptt.)with earth electrode G.I. strips and Lightning Arrestor etc. as specified and directed by the deptt.

Electrical Works Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required of polytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel /Nicco / Anchor or Equivalent Make as approved by the Deptt.) including 5 pin 6 amp socket outlet (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.)make) and 6 amp flush type switch (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.)make) earthing the 3rd pin of the socket as required on the switch board in surface/ recessed P.V.C. conduit wiring system. When fitted on same board of light and fan.

Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required of polytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel /Nicco / Anchor or Equivalent Make as approved by the Deptt.) including 5 pin 6 amp socket outlet (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.)make) and 6 amp flush type switch (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.)make) earthing the 3rd pin of the socket as required on the switch board in surface/ recessed P.V.C. conduit wiring system. When fitted on same board of light and fan.

Supply and Installation of 20 W LED Tube Light Equivalent to Syska SSK-ALB-20W

A provisional sum of Rs 4,00,000.00 (Rupees Four Lakhs Only) to be quoted by the bidder in the Basic Rate coloumn without changing the value of Rs 4,00,000.00 for unknown items of resettlement of existing temporary market sheds and EMP requirements beyond the provison of SOR is provided which shall be operated and expended in whole or in part at the instruction of Enginner-in-Charge