Construction of CISF Barracks at CISF Camp and allied Security Infrastructure works, Anushaktinagar, Mumbai

Amount

Forming vertical piles including initial test piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occassional boulders and soft / weathered / hard rock by continuous mud circulation technique and bailer boring / Rotary Drilling method as specified, including conducting Standard Penetration test all as instructed by Engineer In Charge, carting away the bored excavated soil upto a lead of 600 M, fixing reinforcement as per drawing, casting the piles with Specified grade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, ordinary portland cement with a minimum cement content of 400 kg. per cubic metre of concrete and with water cement ratio including the water contained in the aggregates not exceeding 0.40 etc. all as specified. The Rate includes concreting a minimum of 600 mm above specified cut-off levels, cutting/breaking of piles from concrete top upto cut-off level specified including cost of all materials, admixtures, (Naphthalene/Melamine based or approved super plasticisers), if used with the prior approval of Engineer-in-Charge. Including transporting, mobilisation, erection, commissioning all necessary plant, equipment, piling / boring rigs or rotary piling equipment and removal of same after completion as required & directed by Engineer-in-Charge, excavation, dewatering by pumps or well points and also for cut-off chipping, forming/finishing pile top at cut-off level all as required etc. excluding cost of Steel Reinforcement but including cost of boring with bentonite solution and temporary casing for approprite length for setting out and removal of same complete. ( Approximate depth of Pile is 18-22 metres)

Part of pile in fill and all kinds of soils including hard murrum with gravel, soft rock and occassional hard/weathered rock & boulders (M 40 Grade Concrete). For 500 mm dia piles

Part of pile in fill and all kinds of soils including hard murrum with gravel, soft rock and occassional hard/weathered rock & boulders (M 40 Grade Concrete). For 600 mm dia piles

Part of pile in hard / weathered rock (M 40 Grade Concrete). For 500 mm dia. piles.

Part of pile in hard / weathered rock (M 40 Grade Concrete). For 600 mm dia. piles.

Empty boring, to be measured from working ground level to cut-off level of piles having following diameter: Note:The rate shall include (1) the cost of concrete of M40 grade from 600mm above cut-off level upto working ground level/casing top considering overflow for visual inspection, before tetermination of casting of the pile. (2) cutting/breaking of piles from overflow concrete top upto 600mm above cut-off level. For 500 mm dia. piles.

Empty boring, to be measured from working ground level to cut-off level of piles having following diameter: Note:The rate shall include (1) the cost of concrete of M40 grade from 600mm above cut-off level upto working ground level/casing top considering overflow for visual inspection, before tetermination of casting of the pile. (2) cutting/breaking of piles from overflow concrete top upto 600mm above cut-off level. For 600 mm dia piles

Conducting Initial load testing of piles in accordance with IS:2911 (PART IV) Including transporting , mobilisation, erection, commissioning all necessary plant, equipment and removal of same after completion as required & directed by Engineer-in-Charge, installation of loading platform and preparation of pile head or construction of Test cap and dismantling of test cap after test and removal of same after completion as equired etc. complete as per specification & as directed by the Engineer-in-Charge at site.

Initial Vertical Load test: For 500 dia piles - with Analytically calculated Safe Vertical Load capacity = 100 MT, Test Load = 250 MT.

Initial Vertical Load test: For 600 dia piles - with Analytically calculated Safe Vertical Load capacity = 140 MT, Test Load = 350 MT).

Conducting Lateral load testing of piles in accordance with IS2911 (PART IV) including transporting & mobilisation of all necessary pile load testing equipment and materials, installation of loading arrangement and preparation of pile surface etc. complete as per specification & as directed by the Engineer-in-Charge at site. For 500 mm dia piles

Conducting Lateral load testing of piles in accordance with IS2911 (PART IV) including transporting & mobilisation of all necessary pile load testing equipment and materials, installation of loading arrangement and preparation of pile surface etc. complete as per specification & as directed by the Engineer-in-Charge at site. For 600 mm dia piles

Conducting Routine load testing of piles in accordance with IS:2911 (PART IV) Including transporting , mobilisation, erection, commissioning all necessary plant, equipment and removal of same after completion as required & directed by Engineer-in-Charge, installation of loading platform and preparatiuon of pile head or construction of Test cap and dismantling of test cap after test and removal of same after completion as equired etc. complete as per specification & as directed by the Engineer-in-Charge at site.

Vertical Load Test For 500 dia piles - with Analytically calculated Safe Vertical Load capacity = 100 MT, Test Load = 150 MT).

Vertical Load Test For 600 dia piles - with Analytically calculated Safe Vertical Load capacity = 140 MT, Test Load = 210 MT).

Conducting Lateral load testing of piles in accordance with IS2911 (PART IV) including transporting & mobilisation of all necessary pile load testing equipment and materials, installation of loading arrangement and preparation of pile surface etc. complete as per specification & as directed by the Engineer-in-Charge at site. For 500 mm dia piles

Conducting Lateral load testing of piles in accordance with IS2911 (PART IV) including transporting & mobilisation of all necessary pile load testing equipment and materials, installation of loading arrangement and preparation of pile surface etc. complete as per specification & as directed by the Engineer-in-Charge at site. For 600 mm dia piles

From 0.00 to 1.50 m depth from avg. Ground Level

from 1.50 m to 3.00 m depth from avg. Ground Level

from 3.00 m to 4.50 m depth from avg. Ground Level

from 4.50 m to 6.00 m depth from avg. Ground Level

From 0.00 to 1.50 m depth from avg. Ground Level

from 1.50 m to 3.00 m depth from avg. Ground Level

from 3.00 m to 4.50 m depth from avg. Ground Level

from 4.50 m to 6.00 m depth from avg. Ground Level

Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc

Lead charges for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc.

Lead charges for lead exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc.

Lead charges for lead exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc.

Lead charges for lead exceeding 4 KM not exceeding 5 KM, by mechanical transport includinmg loading,unloading, stacking / levelling etc

Rock Note: The rates in respect of Item Nos. 6 to 10 are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock from corresponding STACK / TRUCK Measurement

Labour charges for murum filling under floors of specified thick in layers of not exceeding 150mm thickness including consolidation etc. complete (using murrum available at site)

SECTION C - P.C.C. , R.C.C. & FORMWORK Providing and laying in position cement concrete of 1:3:6 (1cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels

Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels

Providing and fixing at all levels, precast members using cement concrete 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of max. size 20 mm) in, copings and / or bed blocks, plain window sills, shelves, louvers, steps, staircases, trench covers, drain covers etc. including hoisting and setting in position with C.M 1:3 (using crushed sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (using Crushed sand) on exposed surfaces complete as per specifications at all levels

Providing and laying in position cement concrete of 1:1.5:3 at all levels (1 cement, 1.5 crushed sand, 3 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc.. complete as per specifications and drawings but excluding the cost of shuttering, centering and steel reinforcement.

Providing and laying in position Reinforced Cement Concrete(RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications

up to Plinth Level (up to Structural Floor level of Ground Floor)

for RCC all grades in superstructure upto 20.00 metre height

For RCC all grades above 20.00 metre height up to and including 32 m height

Extra for RCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants. Note: This is payable only if RMC is brought from outside sources (outside Anushakti Nagar) and shall not be applicable if concrete is supplied from RMC plant installed in/near the site of work.

Providing, centering, shuttering Formwork using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels Note :1) Only steel staging (Acrow / H.D. Tower system or equivalent system formwork ) will have to be used for all structural / RCC work such as slab, beam, chajjas etc. at all floors at all levels / heights. 2) All vertical surfaces, surfaces adjacent to EPs, etc., shall be in true line and level & irregularities, if any, shall be rounded by mechanical grinding, chiselling, finishing the same using epoxy silica sand mortar at no extra payment.

For Sub Structure (up to Structural Floor level of Ground Floor)

For Super Structure

SECTION D - REINFORCEMENT & STRUCTURAL STEEL Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings.Using TMT bars of specified grades all dia. bars TMT bars to be supplied by the contractor of approved equivalent quality/ product meeting technical parameters, confirming to IS 1786. All test reports to be provided along with the supply of the materials.

Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications.

Using materials of approved equivalent quality/ product meeting technical parameters. All test reports to be provided along with the supply of the material

Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge

Up to and including 300 mm Joists, 350 mm channels, and below sections using materials of approved equivalent quality/ product meeting technical parameters. All test reports to be provided along with the supply of the materials

SECTION E - BRICKWORK & RANDOM RUBBLE MASONRY Providing and constructing Brickwork in cement mortar 1:6 using crushed sand with Flyash/ Flyash Lime bricks with minimum70kg/Sq.cm strength of approved make and size in Substructure including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings.

Providing and constructing Brickwork in cement mortar1:4 using crushed sand with Flyash/Flyash Lime bricks with minimum70kg/sq.cm strength of approved make and size in super structure upto and including Floor II Level including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings.

Extra for Fly ash brick work in super structure above Floor-II level and up to and including 20 m height by lifting material by mechanical means using tower crane / manual lifting.

Providing and constructing Half brick masonry using Flyash/ Flyash Lime bricks with minimum70kg/Sq.cm strength of approved make and size in partition walls in C.M1:4 (using crushed sand) including scaffolding, raking out joints, curing etc.complete and with stiffners of RCC1:2:4 (105 X 75mm size) at every 900mm height including form work curing etc. complete as per specifications but excluding reinforcement in Super Structure up to Floor - II level. (Reinforcement will be paid under relevant item)

Extra for Fly ash brick work in super structure above Floor-II level and up to and including 20 m height by lifting material by mechanical means using tower crane / manual lifting.

Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. complete as per drawings and specifications

Providing Raised and cut pointing on stone with cement mortar 1:3 using crushed sand as per specifications and as directed at site by the Engineer-in-charge.

SECTION F - FLOORING WORKS Providing and laying (IPS Flooring) cement concrete flooring 1:2:4, using crushed sand 50 mm thick finished smooth to the required level, finishing with a floating coat of neat cement including cement slurry, providing and fixing 30 X 3 mm glass strip, curing, cleaning the surface neatly at the time of handing over the area complete as per specifications and drawings as directed by the Engineer in charge

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS 15622 of approved make. shade and colour of size ranging from 300 - 600 mm long and 300 mm - 600 mm wide and thickness not less than 6 mm as approved by Engineer-in charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints with matching colour Tile grout of approved make of matching shade including using PVC tile trim in the exposed corners, complete as per drawings, patterns and specifications complete as directed by the Engineer-in-charge

Providing and fixing 1st quality ceramic glazed/anti-skid floor tiles of minimum 300 - 600 mm long and 300 - 600 mm wide and thickness not less than 6 mm conforming to IS 15622 of approved make in all colours and shades as approved by Engineer-in charge over a bed of 20 mm thick bed of cement mortar 1:4 (using crushed sand) and jointing with grey cement slurry including pointing with white cement based Tile grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Enginner-in-charge

Providing and fixing Glazed VITRIFIED floor tiles of approved make in different sizes conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish laid over a bed of minimum 20 mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry including grouting with the joints with white cement based Tile Grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge

Using Tiles of size 600 X 600 mm

Using Tiles of size above 600x 600mm and up to and including 900 x 900mm

Using Tiles of size above 900 x 900 mm and up to 1200 x 1200 mm

Supplying, stacking and laying of 230mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of binding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge

Providing, supplying and laying pre polished granite slab flooring /dado / Wall cladding with not less than 17 mm thick granite slabs over 20 mm thick base cement mortar 1:4 (using crushed sand) laid and placed with grey cement slurry including filling the joints with matching white cement based tile grout complete all as per specifications and drawings.

Using approved black shade

Using approved shades other than black

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50 mm thick compacted bed of crushed sand, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge

SECTION G - DOORS, WINDOWS ETC Providing and fixing anodized aluminium work for doors, windows, ventilators, louvers and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately) Colour Anodised Aluminium sections (Minimum anodizing thickness of 15 micron )

Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item) With clear float glass panes of 6.00 mm thickness

Providing and fixing double action hydraulic floor spring of approved brand and manufacturer (conforming to relevant Indian Standard) for doors including cost of cutting floors as required, embedding in floors and cover plates with M.S pivot and single piece of M.S sheet outer box with slide plate etc. complete as per directions of Engineer-in-charge with brass cover plate

Providing and fixing 4 Lever Mortice Lock of approved make suitable for aluminium sections

Providing and fixing approved quality and shape star locks cum handle of approved make for sliding shutters

Providing and fixing approved quality stain less steel body roller wheels of approved make for sliding shutters

Providing and fixing magnetic catcher double strip horizontal type 40 mm of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete .

Providing and fixing a pair of KICH PHH Model - 38 mm dia overall length of 1012 mm stainless steel handles 316 grade PHH 25model of specified Dia and length handles in aluminium / glass /wooden doors complete all as per specifications and drawings.Sample to be approved by the Engineer-in-charge

Providing and fixing single point lock cum handle for aluminium openable windows / top hung shutters as per cat No. SPL002 Right of GEETAVIN make or approved equivalent quality or product meeting technical parameter and make complete all as per specifications and as directed by the Engineer-in-charge

Providing wood work in frames of doors, windows, clear story openings and other frames, wrought framed and fixed in position of required size and shape including sawing, jointing,making rebates for shutters, making grooves as shown in the drawings, finishing the surfaces to the required finish all as per specifications and drawings including necessary MS hold fasts 40 mm X 3 mm thick, 200 mm long / with coach screws including protective painting to the suface that will come in contact with walls, joining materials, labour etc. complete all as per specifications and as directed by the Engineer-in-charge

Second class teak wood

Providing and fixing cup board shelves using 25 mm thick pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board in shelves including 18 mm x 20 mm teak wood beadings at all sides with necessary screws and fittings all as per drawings and specifications and as directed by Engineer?in-charge

Providing and fixing 35 mm thick flush door shutters conforming to IS : 2202 non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with internal teak wood lipping 25mm wide and fixing with 4 Nos of 125 mm long Stainless steel Hinges with S.S. wood screws complete.

Extra for providing and fixing flush doors with decorative veneering in one side and commercial plywood finish in other side.

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Commercial flush door shutters

Extra for providing vision panel not exceeding 0.1 sqm in all type of flush door including fixing 4 mm clear glass with necessary teak wood beadings complete all as per specifications and as per drawings.

Providing and fixing FRP door shutters flush door / panelled type with plain colour or wooden veneer finish of approved make, design & colour. made out of 1.5 mm thick FRP skin moulded over wooden frame work of 40 mm wide and required thickness wooden styles and minimum 100 mm wide lock rails and wooden blocks for door stoppers, tower bolts, baby latch, aldrop, handles etc. wherever required and core filled with Polyurethane Foam and fixing with 4 Nos 100 mm (ISI marked) stainless steel hinges with S.S. wood screws

35 mm thick panelled door type of approved colours including the cost of 100 mm ISI marked heavy quality stainless steel butt hinges with necessary screws.

Providing and fixing IS:12817 marked stainles steel butt hinges of size 75 x560 x 2.5mm (heavy weight) of approved make with stainless steel screws etc. complete as directed by the Engineer-in?charge

Providing and fixing anodised aluminium baby latch of size 75 X 12 mm ISI marked of approved make transparent or dyed to requried colour or shade with necessary screws etc

Providing and fixing brass mortise latch and lock of approved make with 6 levers and a pair of lever Brass handles with necessary screws etc complete suitable for fixing in wooden / steel/FRP/ doors as per specifications.

Providing and fixing aluminium handles 175 mm long Inner grip 125 mm with 12 mm dia rod plate type BOW handles ISI marked of approved make, anodised transparent or dyed to req. colour or shade with necessary screws etc. complete.

Providing and fixing aluminium hanging heavy quality floor door stopper ISI marked with twin rubber stoppers, anodised transparent or dyed to required. colour or shade with necessary screws etc. complete.

Providing and fixing pair of stainless steel "C" type door handles 10 mm dia, 250 mm long SS 304 grade solid rod, of specified size in steel doors/ wooden doors including screws / bolts etc. all as per drawings and specifications complete.

Providing and fixing stainless steel tower bolts of size 150 X 12 mm of approved make with necessary screws etc.all as per specifications and as per drawings.

Cabinet Lock Godrej Make

Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC /Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-Charge (Cost of snap beading shall be paid in basic item

With Toughened Float glass panes of 10.00 mm thickness

SECTION H - INETRNAL & EXTERNAL PLASTERING AND PAINTING WORKS Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge

Providing 20 mm thick plastering using Ready mix externalplastering compound of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 20 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge

Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-charge. (only area of the chicken mesh used alone will be measured)

Providing and Painting with 1st quality acrylic washable distemper (ready made) with Two coats on new work of approved make and manufacturer and of required shade and colour, including scaffolding, preparation of the surfaces ,etc., including a coat of approved cement primer.as per manufacturer's specifications and as directed by the Engineer-in-charge.

Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brand and manufacture to give an even shade over a primer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

Providing and painting TWO coats of synthetic enamel paint on new wooden surfaces of approved brand and manufacturer of required colour to give an even shade over an under coat of suitable shade primer of approved brand and manufacturer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge

Providing two coats with varnish of approved brand and manufacturer including preparation of the surfaces, as per specifications and as directed by the Engineer-in-charge

Providing and applying white cement based wall putty of approved make over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as directed by the Engineer-in-charge

Providing , applying one coat of acrylic based textured plaster of approved make with the finish as directed with average thickness of 2.50 mm and finished with 2 coats of high performance coating of approved shade including preparation of the surfaces, complete. as per specifications and as directed by the Engineer-in-charge.

SECTION I - WATERPROOFING WORKS Providing cement based water proofing treatment to the new terraces, chajjas, cleaning the concrete surfaces, giving injections to the top slab as required with cement and approved waterproofing compound solution to fill up all inherent holes, voids, honeycombs etc. in the concrete slab, setting brickbat coba in waterproof mortar with necessary gradient for easy flow of water and continue the treatment along the inner faces of parapet or other adjoining wall up to a height of 300 mm in thew shape of vattas, with waterproof plaster finished smooth with trovel in cement / geru with false markings of 300 mm squares complete as directed by the Engineer-in-charge

With Average thickness of 120 mm and minimum thickness at khurra as 65 mm using river sand / crushed sand

Average 65 mm thick for chajjas using river sand / crushed sand

Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by appying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 kg / sq.m mixed with water proofing cement compound @ 0.253 kg per sq.m. including injecting cemnt slurry .This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242 kg / sq.m mixed with water proofing cement compound @ 0.126 kg / sq.m. 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 cement slurry. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using crushed sand) admixed with proprietary water proofing compound conforming to relevant IS and approved by Engineer-in-charge including mixing 'RECRON 3S' fibre at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slury in bottom and all the sides of sunken portion. complete as directed by the Enginer-in-charge. The treatment to be tested for water tightness before filling the sunken areas.

SECTION J - MISCELLANEOUS WORKS Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS6313-2001 Part II for preconstructional antitermite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all bye works complete as per specification/IS6313:2001 or latest revision and direction of Engineer In charge (only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by approved agency and specified guarantee for 10(ten)years shall be furnished by the contractor.

Providing and fixing hand rail using 304 grade Stainless Steel pipes of approved size and make and quality by welding, mirror /matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge

Supplying , cutting to shape and fixing specified diameter UPVC pipes as per IS 4985 in RR Masonry/ RCC walls for weep holes complete all as per drawings and as specified at site. 110 mm dia UPVC Pipes

Providing and fixing Minimum 15 mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut Granite of Jet Black colour for kitchen platforms, vanitiy counters, wash basin counters, door frames, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (using crushed sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing the edges to give high gloss finish etc. complete at all levels.

Extra over item of granite for Providing flamed treatment/Sand blasting/river blasting of granite all complete as per the directed by the Project Enginee

Designing, supplying and installing semi-unitized, minimum three barrier system, structural glazing framework including mullions,transoms, gutters, sills, trims, sashes for vision and spandrel panels with anodized aluminium extrusions satin finished (Min 25Micron) in approved colour, stainless steel brackets / clamps,stainless steel bolts, nuts, washers and shims, silicon / EPDMgaskets, drainage provisions, weather seals, anodised aluminiumcoping, aluminium flashings and seals at all interfaces with buildingstructure, openings and cladding system etc. on linear as well ascurved surface in plan all complete as per approved shop drawingsand specifications .Designing includes structural design ofaluminium frame work, joints, brackets, fasteners, structuralsealant etc. The rates shall include all labour, scaffolding, machinery, material, test, welding MS to MS / SS, chipping of wallsbeams, columns, rectification if required etc. all complete as per approved shop drawing and specifications. Note: 1. Structural glazing framework shall be measured overall on the external faces as fixed on site (Outer to outer of frames) 2. Double glazed fixed panel, double glazed openable panels, single glazed fixed panel, single glazed openable panels, shadow boxes and sunshade louvers shall be measured made by their respective item . 3. Structural glazing system to be fixed on RCC structure / steel structural steel etc Minimum consumption of aluminium extruded sections in main frame and subframe / sashes put together shall not be less than 6.5 kg / Sq.M

Supplying & installing glazed vision / spandrel fixed panels comprising of 6 mm Heat strengthened Saint Gobain's SGG Cool lite ST-120 Metallic Blue glass / Green / Sterling Silver of M/S Saint Gobain or approved equivalent shade and colour reflective tinted float glass coated on surface # 2 all complete as per approved shop drawings and specifications. Note: Single glazed fixed vision / spandrel panels shall be measured to the overall dimension on external face as fixed on site (Actual size).

Supplying and stacking of grade stone aggregate at site of size range.

90 mm to 45 mm size stone aggregate

63 mm to 45 mm size stone aggregate

53 mm to 22.4 mm size stone aggregate

Providing and Fixing Anchor Fastner of approved make including drilling in concrete as per requirement for fixing Eps or other structures all as specified by the manufacturer complete all as per specifications and drawings

HILTI make HSL 10 mm x 110 mm

HILTI make HSL 12 mm x 131 mm

Providing Non- shrink Cement Grout of Approved make including mixing, pouring, curing as per manufacture specifications and as directed by engineer-in-charge.

Providing & Fixing 304 Grade Stainless steel wire fabric mesh mesh 30 Swg thick & 625 Holes per Sq. Inch for windows/ ventilators etc. beading will be paid seprately.complete all as directed by the Engineer Incharge.

Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1)Each Job shall be carried out by one qualified Degree holder with 1 (one ) year experience/Diploma holder with 3 year experience /Licentiate in Civil/Construction Engineering / Technology conducted by Board of Technical Examinations / University/ Autonomous Govt / Govt recognized recognized Polytechnic/ Institute. (2)Deployment: The contractor shall deploy one Engineer for each job for minimum 26 working days per month for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account.(3) Period of work: The contractor shall carry out 1 (one)/2 (two) Jobs per month as per requirement at site for the period mentioned in NIT.(4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one engineer exclusively for the particular job.(5) Engineer should be engage after scrutiny of BARC Engineers and approved by Competent authority.

Providing & supplying "Pick-up Van/Utility Van" of five seaters with the back side provision for transporting/ shifting of various maintenance materials in side BARC and for other works including Driver as assigned and directed by Engineer-in-Charge (8Hrs. a day and as per certification of Site Incharge). Conditions: 1. The above rates shall be inclusive of, Pick-up Van/Utility Van, Fuel, Operator/Drivers, Helpers and other consumables etc. 2. Report timings at the work sites inside BARC shall be strictly considered for the billing/ measurement/ payment. The working time shall be day or night as per project requirement.3. Break Down Hours and Lunch break timings shall not be considered for payment. However, Lunch breaks are not fixed at a particular time of the day and may vary due to work load at site.4. Fraction of hours shall be rounded off to nearest half an hour at the time of preparing the Running / final bills 5. BARC being a strategic Organisation, all the operators, drivers should have good credentials and skill and shall have valid PVC, relevant driving license and valid address proof. They should be in a position to understand Hindi / English. 6. The make and model of the vehicle should be of not more than 8 Years old. 7. The vehicle shall be maintained in good running condition with good upholstery, fitness, good tyres and shall commensurate with the image of BARC. The tyres of the vehicles shall be replaced periodically and always with brand new tyres and not retreated ones. 8. The vehicle should be free from all sorts of defects and will be subjected to inspection by a representative of BARC whose decision is final and binding as regards suitability of that particular vehicle. 9. The vehicle should be transport vehicle and preferably in white colour with a board " ON GOVERNMENT OF INDIA DUTY". 10. Since the driver is engaged along with the vehicle, you are required to engage skilled driver possessing valid driving license (Preferably professional). 11. The cost of POL, maintenance of vehicle, wages of driver, Motor Vehicle taxes, comprehensive insurance, etc. shall be payable by the Contractor and BARC shall have no liability towards usage of the vehicle. 12. Maintenance of the vehicle including replacement of parts, fuel, etc. will be provided by the firm. 13. The cost of damages to any Government movable/immovable property in and around the site shall be entirely borne by the Contractor.

Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works, and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1)Each Job shall be carried out by one qualified Technician having minimum SSC or Trade certificate in Masonary/Plumber/Carpenter/Painter Trade of less than one year duration from ITI/Government Recognised Vocational Training Institute. (2)Deployment: The contractor shall deploy one Technician for each job for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3) Period of work: The contractor shall carry out 1 Job per day for the period mentioned in NIT. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one Technician exclusively for the particular job. (5) Person should be engage after scrutiny of BARC Engineers and approved by Competent authority.

Providing and fixing 3mm thick Aluminium sheet covering over expansion joints with iron screws as per design to match thecolour/shade of wall treatment including all materials, labour, scaffolding complete as per drawings and specifications. - 200 mm wide Anodized aluminium Sheet to the shape.

Providing supplying and sealing the Expansion Joints with Gungrade Polysulphide sealant suitable for RCC Construction Joints of approved make by removing the expansion joint board up to 25 mm deep and cleaning the suface neatly and filling Gungrade sealent up to 25 mm deep to the lines and levels complete all as per anufacturers specifications and as directed by the project engineer.- 75 mm wide expansion Joints

Providing and fixing in position 75mm thick (adding and pasting 50mm+25mm boards) Joint Filler board of approved make in expansion joints to the required size and shape, placing and keeping in position complete as per specifications and drawings and as directed by the Engineer in charge.

SECTION K - INTERNAL PH WORKS Providing, laying , jointing, fixing and testing heavy quality ( (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing teflon tape, chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Engineer-in-charge. Pipes with ISI marked 'C' -Class heavy quality pipes of approved make.

15 mm dia G.I pipe

20 mm dia G.I pipe

25 mm dia G.I pipe

32 mm dia G.I pipe

40 mm dia G.I pipe

50 mm dia G.I pipe

63 mm dia G.I pipe

80 mm dia G.I pipe

100 mm dia G.I pipe

Providing and fixing C.P brass bib cock of heavy quality of specified / approved make as per specifications and as directed by the Engineer-in-charge.

15 mm dia bib cock of approved type and make .

Providing and fixing C.P Brass open stop cock of Heavy Quality of specified / approved make as per specifications and as directed by the Engineer-in-charge.

15 mm n.b CP Brass open stop cock of approved make and type .

Providing and Fixing CP brass 100 mm dia shower rose with Shower arm of Specified make as per specifications and as directed by Engineer-in-charge complete.

Providing and fixing 15 mm C.P brass 2 in 1 bib cock and Angle cock combination of Heavy Quality of approved make as per specifications and as directed by the Engineer-in-charge

Providing and fixing 15 mm C.P brass pillar cock of heavy Quality of approved make and specied type as per specifications and as directed by the Engineer-in-charge.

Providing and fixing Heavy Quality C.P brass sink cock (table mounted model) of approved make as per specifications and as directed by the Engineer-in-charge.

Providing, supplying, fixing in position, under floors or in walls centrifugally cast iron pipes including required specials like bends, tees, 'Y' collars, cowl etc for soil, waste and ventilation pipes conforming to IS.3989 of approved make including cost of jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site.

75 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 0.90 kg lead / joint

100 mm dia centrifugally cast (spun) iron socketed pipe as per IS:3989 using 1.00 kg lead / joint

Providing and fixing cast iron nahani trap / floor trap of 100 mm inlet and 75 mm outlet, (weighing 5.80 Kg each), jointing with lead with the connection pipes, placing as per the drawings, embedding in cement concrete 1:2: 4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg / sq.cm pressure and fixing 1 No 125 mm dia C. P brass grating , complete all as specifications and drawings and as directed by the Engineer-in-charge.

Providing and fixing chinaware Half round Urinal channel 100 / 150 mm dia with or without dead ends set in C.M 1:3 laid to proper slope & grade including finsihing the joints with polymer based tile grout mix as per drawing and as directed by the Engineer-in-charge

Providing and fixing Indian water closet (Orissa pan) of approved make with 100 mm Cast Iron P or S trap, One no. 10 litre High level or low level white PVC flushing cistern with flush pipe & bend with manually controlled device (handle lever) conforming to IS:7231, PVC 15 mm Inlet connection with all fittings and fixtures complete including all connection, embedding in position commissioning, cleaning etc. all as per drawings and specifications and as directed by the Engineer-in-charge.

White Vitreous china Orissa pattern W.C. pan of size 580x440 mm

Providing and fixing white vitreous china European type Water Closet with 'P' or 'S' Trap with solid seat and lid of approved make, 10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, flush bend, fixing EWC with C.P brass screws, 15 mm PVC heavy quality inlet connection of 450 mm long, including testing , commissioning & cleaning etc. complete all as per drawings and specifications and as directed by the Engineer-in-charge.

E.W.C. pan in White colour with ISI marked white solid plastic seat and lid.

Providing and fixing white vitreous china flat back half stall urinal size 580x380x350 mm / 610 mm of approved make Aquaseal model with Push cock of approved make,with CP brass flush pipe unions, heavy quality C.P. brass spreaders, C.P waste coupling with dome grating, clamps complete all as per specifications drawings and as directed by the Engineer-in-charge. Note : For fixing flush valve 32 mm G.I water line provision to be made which will be paid under relevant Item .

Providing and fixing viterious China wash basin of approved make and colour with C.I. brackets, 15 m C.P. brass pillar tap of approved make,15 mm x 600mm long PVC Inlet connection, 32 mm heavy quality C.P. brass waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls and testing complete all as per specifications and as directed by the Engineer-in-charge

White vitreous China wash basin size 630 x 450 mm and equivalent sizes with single 15 mm C.P. brass pillar tap Note-White vitreous China counter top / counter below/half pedestal with brackets/Corner type/ wash basin size 560 x 410 mm / 560 x 450 mm with single 15 mm C.P. brass pillar tap Model size/ shape as approved by architect

White vitreous China counter top / counter below wash basin size 560 x 410 mm / 560 x 450 mm with single 15 mm C.P. brass pillar tap (OVAL / ROUND Models)

Providing and fixing stainless steel AISI 304 (18/8) satin finish kitchen sink with drain board with over all size of 1145 x 510 mm and bowl size of 560 x 410 mm and 200 mm depth of approved make and model with C.I. brackets and stainless steel waste coupling, fittings, including painting the fittings and brackets with 3 coats of white enamel paint over a coat of primer, cutting and making good the walls wherever requried.complete as per specifications and as directed by the Engineer-in-charge.

Providing and fixing PVC low level / high level flushing cistern 10 litre capacity of approved make in white colour with flush pipe with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures etc. complete as per specifications and as directed by the Engineer-in-charge.

Providing and fixing 6 mm thick mirrors of size 600 x 450 mm of approved make with bevelled edges complete with 6 mm thick asbestos sheet back ground fixed to walls with C.P. brass screws and concealed washers complete. all as per specifications and as directed by the Engineer-in-charge .

Extra for providing and fixing mirrors with approved make- stainless steel 304 grade STUDS (with wall spacers) complete all as per specifications and as directed by the Enginner-in-charge.

Providing and fixing stainless steel toilet paper holder recessed type of approved make and type with S.S screws as directed by the Engineer-in-charge complete.

Providing and fixing 150 X150 mm soap dish of white viterious Chinaware, of approved make including chasing walls making good the same after fixing the China Soap dish etc. complete all as per specifications and as directed by the Engineer-in-charge.

Providing and fixing heavy quality CP brass bottle trap 31 / 32 mm of approved make single piece moulded with height of 270mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal,of approved make for wash basins / urinal etc all as per specifications and directed by the Engineer in charge.

Providing and fixing C.P brass towel rail of approved make 600 mm long complete fixed to walls with 30 mm CP brass screws with concealed fitting arrangement all as directed by the Engineer-in-charge.

Providing and fixing 15 mm C.P brass urinal spreader size with 1/2" BSP thread and shapes, weighing not less than 60 gm of approved make and type.

Providing and fixing 15 mm PVC inlet connection suitable for hot and cold water 600 mm long with nuts and washers complete for wash basins/ Urinals etc. with all necessary acessories complete as directed by the Engineer-in-charge.

Providing, supplying and fixing JET spray with 1.00 metre long flexible tube connection in European / Anglo Indian closet under seat cover fixtures complete all as specified and as directed by the Engineer-in-charge.

Providing and fixing stainless steel Body hand dryer of model No EH-01 of "EURONICS" make or approved brand equivalent model & make complete fixed to wall with required fastners all as directed bu Engineer in charge.

Providing and fixing Stainless steel Body Liquid Soap dispenser of approved model & make complete fixed to walls with required fastners all asdirected by Engineer in Charge.

Providing supplying & Fixing of C. P. Brass Foot operated valve along with Swan neck Pillar Tap and Two Nos. PVC connectors of approx. 0.90 m. lenth each, of approved make and approved sample with necessary approved stainless - steelscrew complete as per specification and as per directed by the Project Engineer.

SECTION L - EXTERNAL PH WORKS Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams

Providing & fixing in position heavy pattern screw down gun metal gate valve with handles and wheels of approved make including testing for 10Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc.as per specification and as directed by the Engineer-in-charge

Providing, laying to the slope specified and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the order of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete excluding excavation and refilling which will be paid under relevent Item

100 mm diameter stoneware pipe

150 mm diameter stoneware pipe

Providing and fixing square mouth S.W. gully trap complete with CI grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design. 150 x 100 mm size gully trap "P" type

Providing and laying non pressure NP2 class RCC Hume pipes of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete.

300 mm Dia RCC Hume pipe class Np2 Note - Hume pipe shall be provided with one side Collar, factory made.

Providing and constructing Inspection chambers of Internal size clear dimention of 900 x 600 mm in 230 thick brick masonry with cement mortat 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900 X 450 mm, embedding the frame and cover with CC 1:2:4 concrete, and fixing cast iron steps if necessary at 300mm intervals complete . Depth of chamber not exceeding 900 mm. (excavation, soling, cast iron cover and C.I steps will be paid separately under relevant item)

Extra depth over initial depth of 900 mm for chambers of 900 x 600 mm internal size.including fixing cast iron steps (C.I steps shall be paid under relevant item)

Supplying and fixing Cast Iron Man hole or Cast Iron Steps cover of approved make and weight as specified in the drawings or as directed by the Engineer in charge.

Providing, supplying, fixing in position in walls Rain water down take pipes using Centrifugally cast iron pipes (3.00 metres long) including required specials like bends, shoe Bend etc for Rain water down take pipes Confirming to IS.3989 of approved make including cost of Jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes,painting with primer , fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site.

150 mm C.I . rainwater down take pipe with 1.20 Kg lead per joint (pipe as per IS 3989)

100 mm C.I rain water down take pipe with 1.00 kg lead / joint conforming to relevant IS

Providing and fixing G.I pipes for rain water spouts in chajjas etc using specified size G.I pipe heavy quality ("C-Class) of approved make including cutting and fixing all as directed by the Engineer-in-charge complete.

40 mm n/b G.I pipe

Providing and fixing brass ball cock of approved Equivalent quality or product meeting technical parameters of following sizes with arm rod and Plastic Ball floats complete as per specifications and as directed by the Project Engineer

of size 40 mm

of size 50 mm

Brick bat Filling in Soak pit using brick aggregatds 90 to 45mm size including carriage, filling etc. all complete as directed by the Engineer-in-charge.

ELECTRICAL WORKS SITC of PCC Panel as per TSS 1

Lighting Distribution Board as per TSS 2

Power Distribution Board as per TSS 3

VTPN DB with 250A Incomer as per TSS 4

VTPN DB with 100A Incomer as per TSS 5

ELDB (TPN DB) as per TSS 6

ELDB (SPN DB) 12Way as per TSS 7

400A 4P Manual Changeover Switch as per TSS 8

SITC of 3.5C 240 sqmm Al conductor XLPE cable as per TSS 9

SITC of 3.5C 150 sqmm Al conductor XLPE cable as per TSS 10

SITC of 4C 25sqmm Al conductor XLPE cable as per TSS 11

SITC of 4C 6sqmm Cu conductor XLPE Cable as per TSS 12

Only Installation of cable of OD upto 35mm as per TSS 13

SITC of 24C Optical fibre Cable as per TSS 14

SITC of 20Pair Telephone cable as per TSS 15

SITC of 4Pair 1.5sqmm shielded Instrument cable for FA system as per TSS 16

End Termination of 3.5C 240 sqmm Cable as per TSS 17

End Termination of 3.5C 150sqmm Cable as per TSS 18

End Termination of 4C 25sqmm Cable as per TSS 19

End Termination of 4C 6sqmm cu Cable as per TSS 20

End terminations of 20Pair Telephone as per TSS 21

End terminatioms of 4Pair Armoured Instrument cable for FA system as per TSS 22

3 phase 63A power point with Enclosure as per TSS 23

3 phase 16/20/32 A power point with Enclosure as per TSS 24

Primary Power Points as per TSS 25

Secondary Power Points as per TSS 26

PrimaryLighting Points as per TSS 27

Extended Primary Lightings Points as per TSS 28

Secondary Lighting Points as per TSS 29

Highbay Lighting Points Primary as per TSS 30

Highbay Lighting Points Secondary as per TSS 31

Terrace lighting Primary points as per TSS 32

Terrace lighting points Extended primary as per TSS 33

Staircase lighting points primary as per TSS 34

Staircase lighting points extended primary as per TSS 35

Staircase lighting points secondary as per TSS 36

outdoor lighting points primary as per TSS 37

outdoor lighting points Secondary as per TSS 38

Ceiling Fan Points Primary as per TSS 39

Ceiling Fan Points extended primary as per TSS 40

Exhaust Fan Points primary as per TSS 41

Exhaust Fan Points extended primary as per TSS 42

Power points for geyser as per TSS 43

Primary FA Points as per TSS 44

Secondary FA points as per TSS 45

Network points as per TSS 46

Lowbay LED Lighting Fixtures Surface type as per TSS 47

LED batten type Lighting Fixture as per TSS 48

LED Lighting Fixture Highbay as per TSS 49

Outdoor Security LED Lighting Fixture as per TSS 50

Outdoor type terrace lighting fixture as per TSS 51

Outdoor Garden Lighting Fixture as per TSS 52

BLDC Ceiling Fans with regulator as per TSS 53

Exhaust Fan 225 mm as per TSS 54

Exhaust Fan 300 mm as per TSS 55

FA Panel as per TSS 56

Multi sensor detectors as per TSS 57

Heat Detector as per TSS 58

Manual Call points as per TSS 59

Hooter cum strobe as per TSS 60

30U Mounting Rack with accessories as per TSS 61

15U Mounting Rack with accessories as per TSS 62

24 Port rack mount LIU with splicing of OFC as per TSS 63

24 Port Jack Panel as per TSS 64

3 Feet Patch cord (CAT 6) as per TSS 65

GI Pipe 150mm as per TSS 66

MS fabrication item as per TSS 67

MS Powder coated Item as per TSS 68

GI 32 X 6 mm Earthing strip as per TSS 69

GI 50 X 6mm Earthing strip as per TSS 70

Cu Earthing wire 8 SWG as per TSS 71

Maintenance Free Earthing Stations as per TSS 72

Supply and installation of RCC Hume Pipes as per TSS 73

Underground excavation and restoration (back filling) as per TSS 74

Road /PCC cutting as per TSS 75

Road /PCC with restoration with PCC as per TSS 76

Air Terminal as per TSS 77

Test Link with Enclosure as per TSS 78

HDPE Pipe as per TSS 79

Outdoor Garden Lighting poles as per TSS 80

FRP Junction box for Garden Light Poles as per TSS 81

Fire Alarm Terminal Box as per TSS 82

Cable marker as per TSS 83

SITC of Self Illuminated Signage as per TSS 84

Perforated Cable Tray (size 300 mm X 75mm) with tray cover and accessories as per TSS 85

Only installation of Laddar type cable tray as per TSS 86

Electric Geyser as per TSS 87

3core 1.5sqmm Flexible Copper Cable as per TSS 88

DLP Trunking 130mm X 50 mm as per TSS 89

KALPANA STRUCT CON PVT LTD

DIPAK S PIMPLE ENGINEERS AND CONTRACTORS