Detailed Bill of Quantity [ DO NOT QUOTE HERE ]

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1 1.00 BOUNDARY 1.01 Earth work in excavation of foundation trenches or drains. in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. Spreading or stacking the spils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches. leveling. dressing and ramming the bottom. bailing out water as required complete 1.02 Depth of foundation upto 1500mm 5.11 %Cum Rupees Twelve Thousand & Forty Seven Earth work & filling in foundation trences or plinth with good earth in layers not exceeding 150 mm. including watering and raming etc. layer by layer complete.(payment to be made on basis of measurement of finished quantity of work) With earth obtained from excavation of foundation %Cum Rupees Seven Thousand Eight Hundred & Thirty One 1.05 Cement concrete with graded stone ballast ( 40 mm size excluding shuttering) In ground floor (a) 1:3:6 proportion 1.06 (A) Pakur variety Cum Rupees Five Thousand Eight Hundred & Twenty Three Controlled Cement concrete with well graded stone chips (20 mm nominal size ) excluding shuttering and reinforcement with complete design of concrete as per I : 456 and relevant special publications submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 25 Grade 1.08 With Pakur variety Ground Floor CUM Rupees Seven Thousand Three Hundred & Thirteen and Paise Forty Three Hire and labour charges for shuttering with centreing and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thckness with required bracing for concrete slabs, beams, m columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) 1.10 Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work 1.11 Ground Floor Sqm Rupees Four Hundred & Three 1.12 Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge balck annealed wire at every intersection, complte as per drawing and direction For works in foundation, basement and upto roof of ground floor/upto 4 m 1.13 tor steel/ Mild steel M.T Rupees Sixty Eight Thousand Five Hundred & Eight Brick work with 1st class bricks in cement mortar (1:6) 1.15 Ground Floor Cum Rupees Five Thousand Nine Hundred & Forty Three

2 mm thick brick work with 1st class bricks in cement mortar(1:4) in different floors. Ground Floor 1.17 Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand Plaster (to wall, floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of of concrete surface, including throating, nosing and drip course where necessary Sqm Rupees Seven Hundred & Eighty Three Sqm Rupees Three Hundred & Seventy Seven (ii) With 1:6 cement mortar mm thick plaster (External) 1.21 Ground floor SQM Rupees One Hundred & Eighty One Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. Two Coat Ground floor Sqm Rupees Fifty Three CIVIL WORKS (MAIN BUILDING) 2.01 A: EARTHWORKS 2.02 Earth work in excavation of foundation trenches or drains. in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. Spreading or stacking the spils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches. leveling. dressing and ramming the bottom. bailing out water as required complete 2.03 a) Depth of foundation upto 1500mm 2.77 %Cum Rupees Twelve Thousand & Forty Seven 2.04 b) Depth of foundation beyond 1500mm 0.12 %Cum Rupees Nineteen Thousand Four Hundred & Thirty Earth work & filling in foundation trences or plinth with good earth in layers not exceeding 150 mm. including watering and raming etc. layer by layer complete.(payment to be made on basis of measurement of finished quantity of work) With earth obtained from excavation of foundation %Cum Rupees Seven Thousand Eight Hundred & Thirty One 2.07 With carried earth arranged by contractor within a radius of 3km including cost of carried earth 1.00 %Cum Rupees Thirty Five Thousand Eight Hundred & Ninety Six Filling in foundation or plinth by silver sand in layers not by thorough saturation with water, ramming completeexceeding 150 mm as directed and consolidating the sameincluding the cost of supply of sand. (Payment to be madeon measurement of finished quantity) 2.19 %Cum Rupees Ninety Eight Thousand Five Hundred & Twenty Four B: PILING WORKS 2.10 Boring,providing and installing by DMC method bored cast insiture in forced cement concrete piles of grade M25 of 450 mm dia and 20.5 m shaft length below pile cap, to carry a safe working load not less than specified as per code excluding the cost of steel reinforcement but including the cost of boring, with bentonite soultion and temporary casing of approximate length for setting out and removal of the same and the length of the pile to beem bedded in the pilecap etc. all complete including removal of excavated earth with a lifts and leads (length of pile for payment shall be measured upto bottom of pilecap) With N.B.variety stone metal Metre Rupees Two Thousand One Hundred & Fifty Five and Paise Eighty Three

3 2.11 Vertical load test of pile inaccordance with IS2911 part iv including installation of loading platform and preparation of pile head or construction of test pile cap and dismantling of test pilecap after test and complete as per the direction of the engineer and specification Single pile 50 tn-100tn. Capacity 2.13 Initial Test between 100T to 150T 1.00 no.s Rupees Forty Seven Thousand Five Hundred Performing Lateral load test on two piles or two groups of piles by introducing a hydraulic jack with gauge between two piles or pile groups under test by applying horizontal loads in increments of about 20% of the estimated safe load at each stage and applying the next increment after the rate of displacement is nearer to 0.1 mm. per 30 minutes till the total displacement becomes, 12 mm at the cut-off level including the cost of arranging the entire set-up, hire charges of all implements including at least two dial gauges, preparing the pile head if necessary, and removal of all arrangement after completion etc. complete in all respect including cost of carriage of all materials and as per IS specification and direction of Engineer-in-charge C: ANTITERMITE MEASURES 2.16 PreConstructional Measures : 2.17 Treatment to the back filling of RCC foundation with chemical emulsion by admixing Chlorophyrofos emulsifiable concentrate (1% concentration) with water by 7.5 lts per sqm of the vertical xurface of the substructure of each side of the foundation Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates ( 1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS-6313 (part -II) (Mode of measurment will be per Sq.M of plan area of plinth treated.) 2.19 Post Constructional Measures : 1.00 nos Rupees Twenty Seven Thousand Four Hundred Sqm Rupees One Hundred & Thirty Eight Sq. m Rupees One Hundred & Eleven Anti-termite treatment to the outside of foundations with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1%concentration) with water by weight including cutting shallow channel by excavating soil along and close to the wall face ensuring uniform dispersal of the chemical emulsion to a depth of 300mm. from the ground level by rodding with 12mm. dia. M.S. rod at 150mm.interval in the channel litres of chemical emulsion per metre length shall be used and a balance quantity of 0.5 litres of the chemical emulsion per running metre shall then be used to treat the back fill earth by directing the spray of the imulsion towards the wall surface. The entire work is to be carried out as per specification laid down in para of code IS-6313 (Part-III) Mtr Rupees Seventy Three D: CONCRETE WORKS 2.22 Damp proof course

4 mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item NO 60, polymer based paint as per item 59 (a) of Section (C) Extra rate for using water proofing and plasticising 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades Sq.m Rupees Two Hundred & Ten Kg Rupees One Hundred & Thirty Nine (a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [Cement to be supplied by the Department] 2.26 Supplying and laying Polythene Sheet (150gm / Sq.M) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches Sq. M Rupees Ninety Seven Sqm Rupees Twenty Five Cement concrete with graded stone ballast ( 40 mm size excluding shuttering) In ground floor (a) 1:3:6 proportion 2.28 (A) [Pakur Variety] Cum Rupees Five Thousand Eight Hundred & Twenty Three Ordinary Cement concrete (mix1:2:4) with graded stonechips (20mm nominal size) excluding shuttering and reinforcement, if any 2.30 pakur valley 2.31 upto plinth Cum Rupees Six Thousand One Hundred & Eighty Six and Paise Eighty Nine 2.32 Ground Floor 1.00 Cum Rupees Six Thousand One Hundred & Eighty Six and Paise Eighty Nine st Floor 0.60 Cum Rupees Six Thousand Two Hundred & Eighty Two and Paise Eighty Nine 2.34 Above Roof Cum Rupees Six Thousand Three Hundred & Seventy Eight and Paise Eighty Nine Controlled Cement concrete with well graded stone chips (20 mm nominal size ) excluding shuttering and reinforcement with complete design of concrete as per I : 456 and relevant special publications submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 25 Grade 2.36 (i) Pakur Variety 2.37 upto plinth Cum Rupees Seven Thousand Four Hundred & Thirty Nine and Paise Nine

5 2.38 Ground Floor Cum Rupees Seven Thousand Four Hundred & Thirty Nine and Paise Nine st Floor Cum Rupees Seven Thousand Five Hundred & Thirty Five and Paise Nine 2.40 Above Roof Cum Rupees Seven Thousand Six Hundred & Thirty One and Paise Nine 2.41 Hire and labour charges for shuttering with centreing and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thckness with required bracing for concrete slabs, beams, m columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) ply shutttering 2.43 upto plinth Sqm Rupees Four Hundred & Three 2.44 Ground Floor Sqm Rupees Four Hundred & Three st Floor Sqm Rupees Four Hundred & Twenty One 2.46 Above Roof Sqm Rupees Four Hundred & Thirty Nine Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge balck annealed wire at every intersection, complte as per drawing and direction 2.48 tor steel/ Mild steel 2.49 upto plinth M.T Rupees Sixty Eight Thousand Five Hundred & Eight 2.50 Ground Floor M.T Rupees Sixty Eight Thousand Five Hundred & Eight st Floor M.T Rupees Sixty Eight Thousand Five Hundred & Fifty Six 2.52 Above Roof 2.59 M.T Rupees Sixty Eight Thousand Six Hundred & Four 2.53 D: BRICK WORKS 2.54 Brick work with 1st class bricks in cement mortar (1:6) 2.55 upto plinth Cum Rupees Five Thousand Seven Hundred & Nineteen 2.56 Ground Floor Cum Rupees Five Thousand Nine Hundred & Forty Three st Floor Cum Rupees Six Thousand & Fifty Five 2.58 Above Roof Cum Rupees Six Thousand One Hundred & Sixty Seven mm thick brick work with 1st class bricks in cement mortar (4:1) in different floors.

6 2.60 Ground Floor Sqm Rupees Seven Hundred & Eighty Three st Floor Sqm Rupees Seven Hundred & Ninety Five 2.62 Above Roof Sqm Rupees Eight Hundred & Seven 2.63 Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand Sqm Rupees Three Hundred & Seventy Seven E: PLASTERING 2.65 Plaster (to wall, floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of of concrete surface, including throating, nosing and drip course where necessary 2.66 a)20 mm thick plaster (External) 1; Ground floor Sqm Rupees Two Hundred & Six st floor Sqm Rupees Two Hundred & Ten 2.69 Mumty Sqm Rupees Two Hundred & Fourteen b) 15 mm thick plaster (Internal) 1: Ground floor Sqm Rupees One Hundred & Seventy Six st floor Sqm Rupees One Hundred & Eighty 2.73 Mumty Sqm Rupees One Hundred & Eighty Four 2.74 c)10 mm thick plaster (Ceiling) 1: Ground floor Sqm Rupees One Hundred & Forty st floor Sqm Rupees One Hundred & Forty Four 2.77 Mumty Sqm Rupees One Hundred & Forty Eight F: FLOORING mm to 22mm thick kota stone slab set in 20 mm thick(avg.) cement mortar (4:1) including levelling course with same mortar as required in floor including pointing in Cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer-in-charge Sqm Rupees One Thousand One Hundred & Fifty One Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement cu.m per100 sq.m Sqm Rupees Thirty Eight Supplying, fitting & fixing 1st quality ceramic tiles of any size having mat finish in floors with cement sand mortar (1:4) 20mm thk and cement slurry 2 mm thk. At back side of tiles using kg/sqm & Joint filling using white cement 0.20 Kg/Sqm (Coloured decorative) 2.82 Supplying, fitting & fixing 1st quality ceramic tiles of any size having mat finish in walls with cement sand mortar (1:4) 20mm thk and cement slurry 2 mm thk. At back side of tiles using kg/sqm & Joint filling using white cement 0.20 Kg/Sqm (Coloured decorative) Sqm Rupees Eight Hundred & Forty Four Sqm Rupees Eight Hundred & Fifty One G: PAINTING

7 2.84 Rendering the surface of walls and ceiling with plaster of paris (thickness not less than 1.5mm) Sqm Rupees Sixty Nine Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC In Ground Floor Two coats: Sqm Rupees Forty Eight and Paise Ninety Nine st floor Sqm Rupees Forty Nine and Paise Seventy One nd floor Sqm Rupees Fifty and Paise Forty Three Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as pedirection of EIC to be applied over acrylic primer as required. The rate includes cost omaterial, labour, scaffolding and all incidenta charges but excluding the cost of primer. a) Normal Acrylic Emulsion 2.90 In Ground Floor Two coats: Sqm Rupees Seventy Three st floor Sqm Rupees Seventy Three and Paise Seventy Two nd floor Sqm Rupees Seventy Four and Paise Forty Four Priming one coat on Timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc Sqm Rupees Forty One On steel or other metal surface: Sqm Rupees Thirty One Painrting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary iv) Two coats ( with any shade except white ) With super gloss ( hi-gloss) 2.96 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats 2.97 G: DOOR/WINDOWS Sqm Rupees Eighty Nine Sqm Rupees Seventy Six Wood work in door frame fitted & fixed complete including a protective coat of painting at the contact surface of the frame excluding cost of conc. Iron butt hinges and MS clamp. f) Sisu, Gamar, Champ, Badam, Bhola, Mogra, Hallak Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails an side styles of well seasoned timber 65 mm wide each and the entire frame fitted with 37.5mm wide battens placed both ways in order to makke the door of solid core and internal lipping with garjan or similar wood veneers using phnol formaldehyde as glue etc. complete including fitting, fixing shutters in positionbut excluding the cost of hinges and other fittings. 35 mm thick shutters ( single leaf) 2.20 Cum Rupees Eighty Seven Thousand Four Hundred Sqm Rupees Three Thousand One Hundred & Forty Two

8 3.00 Supplying, fitting and fixing fibre reinforced polymer (FRP) composit door frame as per approved section with glass fibre reinforced plastic moulded skin and a special sandwich core, so as to impart monolithic composit structure as per approved technology of Department of Science and Technology (DST) to satisfy IS : 4020 door testing performance criteria (i) 66 mm x 90 mm Mtr Rupees Five Hundred & Eighty Six 3.02 Supplying, Fitting & Fixing 30 mm thick both side prelaminated Sqm Rupees Two Thousand Eight Factory made solid Panel PVC Door Shutter consisting of outer Hundred & Sixty Eight frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5mm th. heat moulded PVC C channel of size 30 mm th, 70mm width out of which 50 mm shall be flat and 20mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm)th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mmth. PVC strip of 20 mm which is to be stuck on the interior side of the C channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per directionof Engineer-in- Charge. In ground floor Supplying profiles of required section made of Aluminium Alloy extrusions conforming to IS: & IS: ; Annodised (with required film thickness & specified colour/natural) matt finished conforming to IS: for fabrication of composite door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed/certified make and brand with built- in locking arrangement, stainless steel sliding hinges, handles etc b) 3-TRACK Sliding window 3.05 i) Bottom Frame Rm Rupees Three Hundred & Sixty Six 3.06 ii) Top and Side frame Rm Rupees Three Hundred & Seventeen 3.07 d) Shutter i) Bottom and Top member ii) Style side member Rm Rm Rupees One Hundred & Thirty Eight Rupees One Hundred & Forty 3.10 iii) Interlock member Rm Rupees One Hundred & Seventy Six

9 3.11 Labour charge for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following unit:- Glazed aluminium sliding windows made of extruded and annodized alloy aluminium sectios, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam.lintels etc.) as well as between glass and shutter frame for fixing glass and Poly Shulphate sealant and in between shutter and window frame where necessary including cutting to requisite size and fixing glass as per drawing, specification and direction of EIC. The rate includes the hire charge of all tools and plants, including all incidental charges, adhesive, joineries such as screw, cleate angle etc. but excluded the cost of extruded aluminium sections, glass, neoprene / EPDM gasketing, locking arrangement and rollers /4 track sliding window Sq.M Rupees Nine Hundred & Fifty Supplying, fitting and fixing windows and ventilators with integrated grill conforming to IS and manufactured from rolled steel swection conforming to Openable Steel windiows 3.15 Ground floor 1.00 Sqm Rupees Two Thousand & Thirty One 3.16 FIRST floor 1.00 Sqm Rupees Two Thousand One Hundred & Thirty Nine Extra for M.S. Integrated Grill as per approved design kg Rupees Eighty Five Supplying & fixing the following hardware for doors: 3.19 Iron Butt hinges of approved quality fitted and fixed with steel screws with ISI marks (100mm x 58mm x 1.9mm ) Nos Rupees Fifty Two Anodised aluminium tower bolt full covered of approved manufactured from extruded section conforming to IS 204/74 fitted and fixed with cadmium plated screws: 3.21 vii) 225 mm long x 10mm dia bolt Nos Rupees Ninety Eight Supplying Godrej Mortice lock Chromium plated with Latch and keys four lever including fitting and fixing complete 3.23 M.S or W.I ornamental grill or approved design joints continiously welded with M.S, W.I flats and bars for windows, railing etc fitted and fixed with necessary screws and lugs (i)grill weighing above 10 Kg /sq.mtr and up to16 Kg./sq.mtr Nos Rupees One Thousand Two Hundred & Twenty Three Ground Floor 9.47 Qntl Rupees Nine Thousand & Fifty One 3.25 First Floor Qntl Rupees Nine Thousand One Hundred & Forty One and Paise Fifty One 3.26 Supplying bubble free float glass of approved make and brand conforming to IS: (i) 4 mm thick clear glass Sqm Rupees Four Hundred & Seventy Five 3.28 Wood work in upper rails of railing, hand rail of staircase etc including necessary fitted and fixed complete (for purpose of payment section will be measured in the square)

10 3.29 Hallak 0.14 Cum Rupees One Lakh One Thousand Four Hundred & Fifty Four 3.30 Collapsible Gate with 40x40x6 mm tee as top and bottom guide Sqm Rupees Four Thousand & rail 20x10x2 vertical chanells 100 mm apart in fully stretched Sixteen position with 38mm steel rollers incl. cutting holes, making good damages complete H: ROOF TREATEMENT 3.32 Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. (No Departmental Cemnt is required) 4.00 CIVIL WORKS (WORKSHOP) 4.10 A: EARTHWORKS 4.20 Earth work in excavation of foundation trenches or drains. in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. Spreading or stacking the spils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches. leveling. dressing and ramming the bottom. bailing out water as required complete Sq.m Rupees Two Hundred & Ninety Nine a) Depth of foundation upto 1500mm %Cum Rupees Twelve Thousand & Forty Seven 4.40 b) Depth of foundation beyond 1500mm 4.43 %Cum Rupees Nineteen Thousand Four Hundred & Thirty 4.50 Earth work & filling in foundation trences or plinth with good earth in layers not exceeding 150 mm. including watering and raming etc. layer by layer complete.(payment to be made on basis of measurement of finished quantity of work) With earth obtained from excavation of foundation %Cum Rupees Seven Thousand Eight Hundred & Thirty One 4.70 With carried earth arranged by contractor within a radius of 3km 1.00 %Cum Rupees Thirty Five Thousand including cost of carried earth Eight Hundred & Ninety Six 4.80 Filling in foundation or plinth by silver sand in layers not by thorough saturation with water, ramming completeexceeding 150 mm as directed and consolidating the sameincluding the cost of supply of sand. (Payment to be madeon measurement of finished quantity) 4.90 C: ANTITERMITE MEASURES 5.00 PreConstructional Measures : 5.10 Treatment to the back filling of RCC foundation with chemical emulsion by admixing Chlorophyrofos emulsifiable concentrate (1% concentration) with water by 7.5 lts per sqm of the vertical xurface of the substructure of each side of the foundation Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates ( 1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS-6313 (part -II) (Mode of measurment will be per Sq.M of plan area of plinth treated.) 3.80 %Cum Rupees Ninety Eight Thousand Five Hundred & Twenty Four Sqm Rupees One Hundred & Thirty Eight Sq. m Rupees One Hundred & Eleven Post Constructional Measures :

11 5.40 Anti-termite treatment to the outside of foundations with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1%concentration) with water by weight including cutting shallow channel by excavating soil along and close to the wall face ensuring uniform dispersal of the chemical emulsion to a depth of 300mm. from the ground level by rodding with 12mm. dia. M.S. rod at 150mm.interval in the channel litres of chemical emulsion per metre length shall be used and a balance quantity of 0.5 litres of the chemical emulsion per running metre shall then be used to treat the back fill earth by directing the spray of the imulsion towards the wall surface. The entire work is to be carried out as per specification laid down in para of code IS-6313 (Part-III) Mtr Rupees Seventy Three Damp proof course mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item NO 60, polymer based paint as per item 59 (a) of Section (C) Extra rate for using water proofing and plasticising 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades Sq.m Rupees Two Hundred & Ten Kg Rupees One Hundred & Thirty Nine (a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [Cement to be supplied by the Department] Sq. M Rupees Ninety Seven Supplying and laying Polythene Sheet (150gm / Sq.M) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches Sqm Rupees Twenty Five Cement concrete with graded stone ballast ( 40 mm size excluding shuttering) In ground floor (a) 1:3:6 proportion 6.10 (A) [Pakur Variety] Cum Rupees Five Thousand Eight Hundred & Twenty Three 6.20 Ordinary Cement concrete (mix1:2:4) with graded stonechips (20mm nominal size) excluding shuttering and reinforcement, if any pakur valley 6.40 upto plinth Cum Rupees Six Thousand One Hundred & Eighty Six and Paise Eighty Nine 6.50 Ground Floor 1.00 Cum Rupees Six Thousand One Hundred & Eighty Six and Paise Eighty Nine st Floor 1.00 Cum Rupees Six Thousand Two Hundred & Eighty Two and Paise Eighty Nine 6.70 Above Roof Cum Rupees Six Thousand Three Hundred & Seventy Eight and

12 6.80 Controlled Cement concrete with well graded stone chips (20 mm nominal size ) excluding shuttering and reinforcement with complete design of concrete as per I : 456 and relevant special publications submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 25 Grade 6.90 (i) Pakur Variety 7.00 upto plinth Cum Rupees Seven Thousand Four Hundred & Thirty Nine and Paise Nine 7.10 Ground Floor Cum Rupees Seven Thousand Four Hundred & Thirty Nine and Paise Nine st Floor Cum Rupees Seven Thousand Five Hundred & Thirty Five and Paise Nine 7.30 Above Roof Cum Rupees Seven Thousand Six Hundred & Thirty One and Paise Nine 7.40 Hire and labour charges for shuttering with centreing and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thckness with required bracing for concrete slabs, beams, m columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) ply shutttering 7.60 upto plinth Sqm Rupees Four Hundred & Three 7.70 Ground Floor Sqm Rupees Four Hundred & Three st Floor Sqm Rupees Four Hundred & Twenty One 7.90 Above Roof Sqm Rupees Four Hundred & Thirty Nine 8.00 Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge balck annealed wire at every intersection, complte as per drawing and direction 8.10 tor steel/ Mild steel 8.20 upto plinth M.T Rupees Sixty Eight Thousand Five Hundred & Eight 8.30 Ground Floor M.T Rupees Sixty Eight Thousand Five Hundred & Eight st Floor M.T Rupees Sixty Eight Thousand Five Hundred & Fifty Six 8.50 Above Roof 4.64 M.T Rupees Sixty Eight Thousand Six Hundred & Four D: BRICK WORKS 8.70 Brick work with 1st class bricks in cement mortar (1:6)

13 8.80 upto plinth Cum Rupees Five Thousand Seven Hundred & Nineteen 8.90 Ground Floor Cum Rupees Five Thousand Nine Hundred & Forty Three st Floor Cum Rupees Six Thousand & Fifty Five 9.10 Above Roof Cum Rupees Six Thousand One Hundred & Sixty Seven mm thick brick work with 1st class bricks in cement mortar (4:1) in different floors Ground Floor Sqm Rupees Seven Hundred & Eighty Three st Floor Sqm Rupees Seven Hundred & Ninety Five 9.50 Above Roof Sqm Rupees Eight Hundred & Seven 9.60 Single brick flat soling of picked jhama bricks including ramming Sqm Rupees Three Hundred & and dressing bed to proper level and filling joints with powdered Seventy Seven earth or local sand E: PLASTERING 9.80 Plaster (to wall, floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of of concrete surface, including throating, nosing and drip course where necessary 9.90 a)20 mm thick plaster (External) 1; Ground floor Sqm Rupees Two Hundred & Six st floor Sqm Rupees Two Hundred & Ten Mumty Sqm Rupees Two Hundred & Fourteen b) 15 mm thick plaster (Internal) 1: Ground floor Sqm Rupees One Hundred & Seventy Six st floor Sqm Rupees One Hundred & Eighty Mumty Sqm Rupees One Hundred & Eighty Four c)10 mm thick plaster (Ceiling) 1: Ground floor Sqm Rupees One Hundred & Forty st floor Sqm Rupees One Hundred & Forty Four Mumty Sqm Rupees One Hundred & Forty Eight F: FLOORING Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using 1.75 kg/sq.m all complete including all materials and labour/ 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement Ground floor Sqm Rupees Two Hundred & Sixty Five st floor Sqm Rupees Two Hundred & Sixty Eight and Paise Ninety Eight

14 nd floor Sqm Rupees Two Hundred & Seventy Two and Paise Ninety Six Neat cement punning about 1.5mm thick in wall,dado,window Sqm Rupees Thirty Eight sill,floor etc. NOTE:Cement cu.m per100 sq.m Supplying, fitting & fixing 1st quality ceramic tiles of any size having mat finish in floors with cement sand mortar (1:4) 20mm thk and cement slurry 2 mm thk. At back side of tiles using kg/sqm & Joint filling using white cement 0.20 Kg/Sqm (Coloured decorative) Supplying, fitting & fixing 1st quality ceramic tiles of any size having mat finish in walls with cement sand mortar (1:4) 20mm thk and cement slurry 2 mm thk. At back side of tiles using kg/sqm & Joint filling using white cement 0.20 Kg/Sqm (Coloured decorative) G: PAINTING Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC In Ground Floor Two coats: Sqm Rupees Eight Hundred & Forty Four Sqm Rupees Eight Hundred & Fifty One Sqm Rupees Forty Eight and Paise Ninety Nine st floor Sqm Rupees Forty Nine and Paise Seventy One nd floor Sqm Rupees Fifty and Paise Forty Three Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as pedirection of EIC to be applied over acrylic primer as required. The rate includes cost omaterial, labour, scaffolding and all incidenta charges but excluding the cost of primer. a) Normal Acrylic Emulsion In Ground Floor Two coats: Sqm Rupees Seventy Three st floor Sqm Rupees Seventy Three and Paise Seventy Two nd floor Sqm Rupees Seventy Four and Paise Forty Four Priming one coat on Timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc Sqm Rupees Forty One On steel or other metal surface: Sqm Rupees Thirty One Painrting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessary iv) Two coats ( with any shade except white ) With super gloss ( hi-gloss) Sqm Rupees Eighty Nine Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats Sqm Rupees Seventy Six G: DOOR/WINDOWS

15 13.30 Wood work in door frame fitted & fixed complete including a protective coat of painting at the contact surface of the frame excluding cost of conc. Iron butt hinges and MS clamp. f) Sisu, Gamar, Champ, Badam, Bhola, Mogra, Hallak Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails an side styles of well seasoned timber 65 mm wide each and the entire frame fitted with 37.5mm wide battens placed both ways in order to makke the door of solid core and internal lipping with garjan or similar wood veneers using phnol formaldehyde as glue etc. complete including fitting, fixing shutters in positionbut excluding the cost of hinges and other fittings. 35 mm thick shutters ( single leaf) Supplying, fitting and fixing fibre reinforced polymer (FRP) composit door frame as per approved section with glass fibre reinforced plastic moulded skin and a special sandwich core, so as to impart monolithic composit structure as per approved technology of Department of Science and Technology (DST) to satisfy IS : 4020 door testing performance criteria Cum Rupees Eighty Seven Thousand Four Hundred Sqm Rupees Three Thousand One Hundred & Forty Two (i) 66 mm x 90 mm Mtr Rupees Five Hundred & Eighty Six Supplying, Fitting & Fixing 30 mm thick both side prelaminated Sqm Rupees Two Thousand Eight Factory made solid Panel PVC Door Shutter consisting of outer Hundred & Sixty Eight frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5mm th. heat moulded PVC C channel of size 30 mm th, 70mm width out of which 50 mm shall be flat and 20mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm)th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mmth. PVC strip of 20 mm which is to be stuck on the interior side of the C channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per directionof Engineer-in- Charge.In ground floor Supplying, fitting and fixing windows and ventilators with integrated grill conforming to IS and manufactured from rolled steel swection conforming to Openable Steel windiows Ground floor Sqm Rupees Two Thousand & Thirty One FIRST floor (I) Sqm Rupees Two Thousand One Hundred & Thirty Nine FIRST floor (II) 4.86 Sqm Rupees Two Thousand Two Hundred & Forty Seven Extra for M.S. Integrated Grill as per approved design kg Rupees Eighty Five Supplying & fixing the following hardware for doors: Iron Butt hinges of approved quality fitted and fixed with steel screws with ISI marks (100mm x 58mm x 1.9mm ) Nos Rupees Fifty Two Anodised aluminium tower bolt full covered of approved manufactured from extruded section conforming to IS 204/74 fitted and fixed with cadmium plated screws: vii) 225 mm long x 10mm dia bolt Nos Rupees Ninety Eight Supplying Godrej Mortice lock Chromium plated with Latch and keys four lever including fitting and fixing complete Nos Rupees One Thousand Two Hundred & Twenty Three

16 14.90 Supplying bubble free float glass of approved make and brand conforming to IS: (i) 4 mm thick clear glass Sqm Rupees Four Hundred & Seventy Five Wood work in upper rails of railing, hand rail of staircase etc including necessary fitted and fixed complete (for purpose of payment section will be measured in the square) Hallak 0.20 Cum Rupees One Lakh One Thousand Four Hundred & Fifty Four Collapsible Gate with 40x40x6 mm tee as top and bottom guide rail 20x10x2 vertical chanells 100 mm apart in fully stretched position with 38mm steel rollers incl. cutting holes, making good damages complete (a) Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G. of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete H: ROOF TREATEMENT Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. (No Departmental Cemnt is required) 9.00 Sqm Rupees Four Thousand & Sixteen Sqm Rupees Three Thousand & Forty Four Sq.m Rupees Two Hundred & Ninety Nine CIVIL WORKS (GUARD ROOM) A: EARTHWORKS Earth work in excavation of foundation trenches or drains. in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. Spreading or stacking the spils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches. leveling. dressing and ramming the bottom. bailing out water as required complete a) Depth of foundation upto 1500mm 0.41 %Cum Rupees Twelve Thousand & Forty Seven b) Depth of foundation beyond 1500mm 0.02 %Cum Rupees Nineteen Thousand Four Hundred & Thirty Earth work & filling in foundation trences or plinth with good earth in layers not exceeding 150 mm. including watering and raming etc. layer by layer complete.(payment to be made on basis of measurement of finished quantity of work) With earth obtained from excavation of foundation %Cum Rupees Seven Thousand Eight Hundred & Thirty One With carried earth arranged by contractor within a radius of 3km including cost of carried earth Filling in foundation or plinth by silver sand in layers not by thorough saturation with water, ramming completeexceeding 150 mm as directed and consolidating the sameincluding the cost of supply of sand. (Payment to be madeon measurement of finished quantity) C: ANTITERMITE MEASURES PreConstructional Measures : Treatment to the back filling of RCC foundation with chemical emulsion by admixing Chlorophyrofos emulsifiable concentrate (1% concentration) with water by 7.5 lts per sqm of the vertical xurface of the substructure of each side of the foundation %Cum %Cum Rupees Thirty Five Thousand Eight Hundred & Ninety Six Rupees Ninety Eight Thousand Five Hundred & Twenty Four Sqm Rupees One Hundred & Thirty Eight

17 16.90 Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates ( 1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS-6313 (part -II) (Mode of measurment will be per Sq.M of plan area of plinth treated.) Sq. m Rupees One Hundred & Eleven Post Constructional Measures : Anti-termite treatment to the outside of foundations with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1%concentration) with water by weight including cutting shallow channel by excavating soil along and close to the wall face ensuring uniform dispersal of the chemical emulsion to a depth of 300mm. from the ground level by rodding with 12mm. dia. M.S. rod at 150mm.interval in the channel litres of chemical emulsion per metre length shall be used and a balance quantity of 0.5 litres of the chemical emulsion per running metre shall then be used to treat the back fill earth by directing the spray of the imulsion towards the wall surface. The entire work is to be carried out as per specification laid down in para of code IS-6313 (Part-III) Mtr Rupees Seventy Three D: CONCRETE WORKS Damp proof course mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item NO 60, polymer based paint as per item 59 (a) of Section (C) Extra rate for using water proofing and plasticising 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades Sq.m Rupees Two Hundred & Ten 9.73 Kg Rupees One Hundred & Thirty Nine (a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [Cement to be supplied by the Department] Supplying and laying Polythene Sheet (150gm / Sq.M) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches Sq. M Rupees Ninety Seven Sqm Rupees Twenty Five Cement concrete with graded stone ballast ( 40 mm size excluding shuttering) In ground floor (a) 1:3:6 proportion (A) [Pakur Variety] 7.00 Cum Rupees Five Thousand Eight Hundred & Twenty Three Ordinary Cement concrete (mix1:2:4) with graded stonechips (20mm nominal size) excluding shuttering and reinforcement, if any pakur valley upto plinth 5.60 Cum Rupees Six Thousand One Hundred & Eighty Six and Paise Eighty Nine Ground Floor 3.70 Cum Rupees Six Thousand One Hundred & Eighty Six and Paise Eighty Nine