Proposed New Integrated Science and Technology Campus of University of Calcutta at Rajarhat, Kolkata - Construction of Boundary Wall, Gate, Landscaping and other ancillary works.

Proposed New Integrated Science and Technology Campus of University of Calcutta at Rajarhat, Kolkata – Construction of G+7 Storied Building (Tower-4) with the provision of G+15 storied Foundation, Sub-Station Building, Compound Development (Partial) and Construction of G+3 storied building (Tower-3) with the provision of G+7 storied foundation – Construction of Boundary Wall, Gate, Landscaping and other ancillary works.

Percentage BoQ

BoQ_Ver3.0

Bidder Name :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.

Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. IN GROUND FLOOR INCLUDING ROOF.

Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.

Dismantling R.C. floor, roof, beams etc. Including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. IN GROUND FLOOR INCLUDING ROOF.

Providing Bored Cast-in-situ M 25 grade R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2). Using tripod, winches Pile diameter - 500 mm.

Removal of mud/sludge/slurry/liquid earth obtained during piling work from the working site & disposal of the same beyond the KMC/Municipal or any suitable area with conformity of Municipal Corporation Rules using tanker including loading & unloading the same with pump, clearing the site complete in all respect as per direction of the EIC. For 500 mm Pile

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 spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1500 mm.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. With earth obtained from excavation of foundation.

Filling in foundation or plinth by fine sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of fine sand.

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) 1981. (Mode of measurment will be per Sq.m of plan area of plinth treated.)

Treatment to the back filling of R.C.C. foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight at the rate of 7.5 ltr. per sq.m. of the vertical surface of the substructure of each side of the foundation. The work shall be carried out as per specification as described in para 6.3.1 of code IS- 6313 (part-II) 1981 (Mode of measurement will be per sq.m. of vertical area of foundation treated).

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.

Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches.

Cement concrete with graded stone ballast (40 mm size excl. shuttering) [Pakur Variety] 1:3:6 proportion IN GROUND FLOOR

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, as per relevant IS codes. Pakur variety

IN GROUND FLOOR

IN 1ST FLOOR

Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] With approved concrete pump. IN GROUND FLOOR & FOUNDATION.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc 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 black annealed wire at every intersection, complete as per drawing and direction. Tor steel/Mild Steel. SAIL/TATA/RINL IN GROUND FLOOR

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works. Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering. IN GROUND FLOOR

Extra for Staging beyond 4 m [mode of measurement: Area of unsupported horizontal projection (where staging beyond 4 m is practically unavoidable) x mean height of staging] above initial 4 m.

Brick work with 1st class bricks in cement mortar (1:6)

In foundation and plinth

IN GROUND FLOOR

IN 1ST FLOOR

125 mm. thick brick work with 1st class bricks in cement mortar (4:1)

〴洠⹭琠楨正搠浡⁰牰潯⁦潣牵敳†楷桴†散敭瑮†潣据敲整⠠㨱⸱㨵⤳⠠楷桴朠慲敤⁤瑳湯⁥档灩⁳〲洠潮業慮楳敺 楷桴眠瑡牥瀠潲景湩⁧潣灭畯摮漠⁦灡牰癯摥戠慲摮䀠〠㈮‥敷杩瑨漠⁦散敭瑮椠据畬楤杮挠獯⁴景洠瑡牥慩獬漠敶⁲睴潣瑡⁳景渠湯琠硯捩愠牣汹捩瀠汯浹牥洠摯晩敩⁤散敭瑮瑩潩獵眠瑡牥牰潯楦杮猠畬牲⁹潣瑡挠浯汰瑥⁥捛獯⁴景眠瑡牥瀠潲景湩⁧潣灭畯摮愠摮渠湯琠硯捩瀠楡瑮琠敢瀠楡⁤敳数慲整祬 潦⁲湵敤杲潲湵⁤慷整⁲敲慴湩湩⁧瑳畲瑣牵獥ਮt一慥⁴散敭瑮瀠湵楮杮愠潢瑵ㄠ㔮浭琠楨正椠慷汬‬慤潤‬楷摮睯猠汩ⱬ映潬牯攠捴ਮਊ低䕔਺敃敭瑮〠ㄮ㈵挠⹵数⁲〱‰煳洮㼮畓灰祬湩Ⱨ映瑩楴杮愠摮映硩湩⁧桳睯牥漠⁦灡牰癯摥戠慲摮愠摮洠歡땥畓灰祬湩Ⱨ映瑩楴杮愠摮映硩湩⁧楰汬牡挠捯景愠灰潲敶⁤慭敫ਮ䌊⁐ⴲ慷⁹楢⁢潃正ⴠㄠ‵浭‬畳灰楬摥‬楦瑴摥愠摮映硩摥‮ਊ䌨摯⁥潎㔮㐰‱…潍敤‭䱆剏久䥔䕎漠⁦䅊啑剁漠⁲楳業慬⁲牢湡⥤萮慈摮匠潨敷⁲䠨慥瑬⁨慆捵瑥 楷桴ㄠ瑭⁲敆楸汢⁥畔敢眠瑩⁨慗汬䠠潯੫⠊煅極慶敬瑮琠潃敤丠⹯㜵″…潍敤䄭䱌䕉⁄景䨠煡慵⁲牯猠浩汩牡⸩£匀灵汰楹杮‬楦瑴湩⁧湡⁤楦楸杮䌠潬敳⁴敳瑡漠⁦灡牰癯摥洠歡⁥楷桴氠摩愠摮䌠倮‮楨杮獥‬畲扢牥戠晵敦⁲湡⁤牢獡⁳捳敲獷挠浯汰瑥⹥ਊ⹅⹗⹃ਊ敂瑳汯瑩⁥猨汯摩琠灹⥥眠楨整t匀灵汰楹杮‬楦瑴湩⁧湡⁤楦楸杮䘠慬⁴慢正甠楲慮栨污⁦瑳污牵湩污 湩眠楨整†楶牴潥獵攠捴ਮ㘊㔳洠⁘㤳‵浭堠㐠〲洠祭畓灰祬湩Ⱨ映瑩楴杮愠摮映硩湩⁧牵湩污映畬桳瀠灩⁥楦瑴湩獧漠⁦灡牰癯摥戠慲摮ਮ䌊倮‮牵湩污映畬桳瀠灩⁥楦瑴湩獧爠湡敧漠⁦湯蹥畓灰祬湩Ⱨ楦瑴湩⁧湡⁤楦楸杮㌠′浭搠慩‮汆獵⁨楐数漠⁦灡牰癯摥洠歡⁥楷桴渠捥獥慳祲映硩湩⁧慭整楲污⁳湡⁤汣浡獰挠浯汰瑥⹥ਊ潐祬桴湥⁥汆獵⁨楐数—匀灵汰楹杮昬瑩楴杮愠摮映硩湩⁧灡牰癯摥戠慲摮倠嘮䌮‮佃乎䍅佔⁒桷瑩⁥汦硥扩敬‬楷桴戠瑯⁨湥獤挠畯汰湩⁧楷桴栠慥祶戠慲獳䌠倮‮畮ⱴㄠ‵浭搠慩ਮ㐊〵洠潬杮>匀灵汰楹杮‬楦瑴湩⁧湡⁤楦楸杮ㄠ‵浭䌠倮‮癯牥戠慲獳猠牰慥敤⹲锊畓灰祬湩Ⱨ映瑩楴杮愠摮映硩湩⁧敢敶汬摥攠杤摥洠物潲⁲⸵‵浭琠楨正猠汩敶⁲敲⁤獡瀠牥䤠匮‮㐳㠳⼠ㄠ㘹‵潴敧桴牥眠瑩⁨牢獡⁳⹃⹐栠湩敧⹳ਊ〶‰浭堠㐠〵洠桭畓灰祬湩Ⱨ映瑩楴杮愠摮映硩湩⁧潴敷慲汩眠瑩⁨睴牢捡敫獴ਮ䌊倮‮癯牥戠慲獳ਊ㔲洠楤⹡愠摮㜠〵洠潬杮G匀灵汰楹杮‬楦瑴湩⁧湡⁤楦楸杮猠慯⁰潨摬牥ਮ倊䵔⁔倨慲慹⁧牯攠畱癩污湥⥴>匀灵

Labour for Chipping of concrete surface before taking up Plastering work.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary. [Excluding cost of chipping over concrete surface]

With 1:3 cement mortar 15 mm thick plaster IN GROUND FLOOR

With 1:6 cement mortar 20 mm thick plaster IN GROUND FLOOR

With 1:6 cement mortar 15 mm thick plaster IN GROUND FLOOR

With 1:6 cement mortar 15 mm thick plaster IN 1ST FLOOR

With 1:4 cement mortar 10 mm thick plaster IN GROUND FLOOR

Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10 mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. Area of each tile above 0.09 Sq.m Coloured decorative

Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. Deep Colour & White

Supplying, Fitting & Fixing 30 mm thick Factory made moulded Door shutter, wood free consisting of frame made out of 25 mm, M.S. tube, M.S. frame shall have a coat of steel primer. The inner panel shall consist of 25 mm thick High Density EPS. With 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with raised panel design in different plain and /or prelam colours after routing the moulded design on one side & 2 mm plain and/ or prelam PVC sheet on other side of the EPS. The edge of Panel to be sealed with lipping of 10 mm wide P.V.C. sheet batten made by sticking 2 Nos P.V.C. rigid foam sheet of 5 mm thickness using P.V.C. solvent cement and style sides 25 mm [5x5 mm] th. and 30 mm with PVC sheet fitted along M.S. tube for lock provision and for lock height 5 mm thick PVC sheet [150 mmx100 mm] fixed with upper and lower face of inner side of EPS Panel etc. complete excluding hardwares as necessary as per direction of Engineer-in-Charge and Manufacturer‟s Specification. Moulded door using 2 mm Prelam moulded PVC sheet on both side.

Supplying, fitting & fixing factory made foam PVC (density shall not be less than 600 kg/cum) door frame (finished weight of 2.73 kg/mtr.) of size 100mm X 45mm made off with 5mm thick extruded foam PVC sheet, mitre cut at junction of horizontal and vertical member and joined them by heat welding. Entire door frame profiles to be reinforced with steel primer coated 19 SWG 40 mm X 20 mm M.S. tube. An additional 5mm thick PVC sheet with desired colour/shade to be provided at the exposed surface and three nos 5mm thick PVC sheet to be provided as gap insert. The door frame to be fixed with wall by using 8mm dia. and 100mm long strainless steel screws and PVC fasteners. A minimum of 4 nos. screws to be provided for each vertical member & 2 nos. for horizontal member all complete as per direction of Engineer-in-Charge. Pre-laminated Colour.

Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws: 150 mm long x 12 mm dia. bolt.

Anodised aluminium Aldrop / Sliding bolts of approved quality manufactgured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete. 300 mm x 16 mm dia. bolt.

Anodised aliminium D type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: With continuous plate base (hexagonal/round rod) 100 mm grip x 12 mm dia rod.

M.S. or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs. Grill weighing above 16 Kg./sq.mtr and above. IN GROUND FLOOR

M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the EIC. IN GROUND FLOOR

Locking arrangement for Jail type doors including supplying fitting and fixing in position complete as per approved design.

Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. 50 mm thick block (over 150 mm medium sand bed including cost of sand but excluding cost of earthwork in excavation or dismantling of existing hard surface if necessary) Coloured Decorative

Granular Sub-base with Graded Material (Table:- 400-1) By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Grade-III

Grade-V

Water Bound Macadam Base Course:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Manual Means

Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm) Mechanical Means, 150 mm thk. Note : Add cost at site of 1.21 m³ of Grading-I Aggregates & 0.16 m³ Stone Screening Type-A to arrive at the complete rate.

Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) Mechanical Means, 75 mm thk. Note : Add cost at site of 1.21 m³ of Grading-2 Aggregates & 0.24 m³ Stone Screening Type-B to arrive at the complete rate.

100 mm thick interlocking designer concrete paver block M-50 grade for high-traffic zone, bus terminus, industrial complex, mandi houses etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering complete, including cost of sand but excluding cost of base, subbase course & subgrade preparation) complete as per direction of Engineer-in-Charge. [Note: Subgrade CBR shouldnot be less than 5] Grey Colour

Supplying fitting and fixing 600 mm (+/- 30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length.

M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m

Supplying, fitting & fixing granite slabs 15 mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia,rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] Area of each Granite slab above 1.00 Square meter.

Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Marble Stone.

Rendering the surface of wall and ceiling with white cement based wall putty of approved make and brand 1.5 mm thick.

IN GROUND FLOOR

IN 1ST FLOOR

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. Two Coats

IN GROUND FLOOR

IN 1ST FLOOR

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. (Two Coat) Super Protective 100% Acrylic Emulsion.

IN GROUND FLOOR

IN 1ST FLOOR

Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface. Two Coat Solvent based interior grade Acrylic Primer

Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) Two Coats Luxury Quality

Supplying, fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr. For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.

Supplying profiles of required section made of Aluminium Alloy Extrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make and brand as per direction of Engineer - In- Charge. (Payment will be made on finished length of the work). In 10-12 Micron thickness Annodizing film Natural white Louvered window.

Top, bottom and side member.

Louvered Section.

Cleat angle ( Non-annodized).

Labour charge for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following units:- 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 Polysulphide 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, cleat angle etc. but excluding the cost of extruded aluminium sections, glass, neoprene / EPDM gasket, locking arrangement and rollers. Louvered window.

Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. 5 mm thick coloured / tinted / smoke glass.

Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid / Bitumen / M-Seal etc) complete.

UPVC Pipes: 110 mm. Dia.

UPVC Fittings: Plain Tee 110 mm. Dia.

UPVC Fittings: Plain Tee 110 mm. Dia.

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, as per relevant IS codes. Pakur Variety IN GROUND FLOOR

Supplying & laying 3 mm thick pre-fabricated plastomeric water proofing membrane conforming to EN 12311-1 & ASTMD 5147, manufactured with atactic poly propylene (APP) modified premium grade asphalt , specially reinforced with non-woven polyester core with polyester reinforcement @160 gms per sqm & both faces covered with thermo-fusible polyethylene film /MineraL on top face over a coat of primer @ 0.40 lit/sqm of manufacturer's specification on smooth,clean dry surface prepared wherever required.Lap joint shall be provided of 75 mm in longitudinal & 100 mm in transverse direction and fused using LPG/ Propane torch employing extra care ensuring full bondage, complete removal of entrapped air and sealing edges into grooves in appropriate manner as per direction of Engineer -in-charge all complete including materials,labour and applicable taxes. (Payment shall be made on the basis of finished surface area.). Membrane Property: Softening Point > 150 deg C, Cold Flexibility < -6 deg C, Tensile Strength, N/cm : 600 (longitudinal), 450 (transverse), Tearing Strength, N: 300 (longitudinal), 200 (transverse)

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting 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: On steel or other metal surface: With super gloss (hi-gloss) Two coats (with any shade except white)

Supplying and stacking sludge (adequate for Horticulture work) at site in dry cake form from approved disposal work site including royalty, all lead and lift etc. (Sludge measured in stack will be reduced by 8%).

Spreading of sludge, dump manure,/farm yard manure/animel dung manure and good earth in required thickness. This includes supply of labour, tools & plants excluding materials.

Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials. Planting hedge plants in two rows at 30 cm apart.

Planting of trees ( Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree.

Supplying and Planting of different plant / trees ( Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc.

Furcaria veriegated 10-12 leaves in height 20-30cm in earthen pots of size 25 cm.

Rangon chineese of size not less than 20 cm.

Rangon hi-breed healthy plant.

China palm of leaves 4-5 in earthen pots size 25 cm.

Ficus blakii (F. Vivicon) well branched (Bushy) of height 120 cm - 135 cm in earthen pot of size 30 cm.

Ficus regnold well branched (bushy) of height 120 cm- 135 cm in cement pots of size 3 5cm.

Adenium obesum of height 90 cm - 60 cm in earthen pots of size 25 cm.

Croton (broad leaves) 3-5 branches of height 90 cm - 120 cm in cement pots of size 30 cm.

Areca Palm 4 - 5 suckers of height 120 cm to 135 cm in earthen pots of size 25 cm.

Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer-in-Charge.

Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) For Exposed Work

25 mm dia medium quality

32 mm dia medium quality

40 mm dia medium quality

50 mm dia medium quality

Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).

50 mm dia

40 mm dia

32 mm dia

20 mm dia

25 mm dia

Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials.) For Concealed Work CPVC Pipes Class-1,SDR-11

Supplying, fitting and fixing bib cock or stop cock.

Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand).

Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand).

Chromium plated double coat Hook (Equivalent to Code No. 35761 & Model - KUBIX of Jaquar or similar).

Supplying, fitting and fixing E.W.C. in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc. With 'S' trap.

Supplying, fitting and fixing C.P. Extension Pipe

Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification etc.

Total [Civil Works]

ADD: 18% GST

Total [including GST]

ADD: 1% CESS

Total [including GST + CESS] [Civil Works]

Item Rate BoQ

BoQ_Ver3.0

Bidder Name :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Supplying, Fitting & fixing of moulded and coloured FRP made decorative ornamental panels asper specific design including all fitting accessories excluding supporting MS frame work and paint over the FRP surface asper diection of Engineer-in-Charge inclusive of all other expenses. FRP Sheet - 4 mm thick (average)

Supplying manpower round the clock (one person at each shift) for operation of Fire Pumps as per situation demands including deputation of skilled required manpower additionally once a month for intensive checking of all the pumps installed for Fire Fighting System including sequential operation of those pumps to check the performance "of each pump. The job includes checking of all valves & other instruments installed inside the Pump House in presence of concerned PWD Officials & making necessary rectification / repair / replacement to proper functionality of the Fire Pumps. Storage of Diesel to be checked & refilling to be done whenever necessary to ensure smooth operation of Diesel Engine Driven Pump during emergency.

Mock Test of Fire Pumps both in AUTO & MANUAL operations to be conducted during this visit once a month & report of the test to be recorded at the registrar kept at Jr. Engineer's Office (excluding rectification & rewinding of Electric Motor, Overhauling of Diesel Engine). This job also includes Inspection of Hydrant Network once a month & submit report to PWD Official for any leakage / damage of Hydrant / Landing Valves or any other types of valves & instruments for further Course of action to ensure proper functionality of the Fire Protection System. The scope also includes minor repair rectification of all types of valves such as replacement of worn ensure out damaged gasket with new one, replacement of damaged bolts & nuts with new one etc. (excluding major rectification such as replacement of damaged Hand Wheel, Flanges, Perforated Pipes, Pipe Supports, Valve Seat Rings etc.). During inspection of water network the vendor shall drain out water from risers & recharge it with set pressure after proper flushing. Inlet Valves of Hydrant Risers to be kept close after completion of flushing & recharging of water to avoid any accidental discharge of water. [Rate considered for Skilled and Unskilled Labour from current Govt. labour rate including EPF, ESI, Bonus, Contractors Profit and 18% GST.]

Skilled Labour once in a month

Un-Skilled Labour daily 3 shifts

Supply of labour for maintenance of trees, gardens, hedges including watering, trimming, planting new sapling, manuring, spraying insecticide and guarding as required. [Rate considered for Unskilled Labour from current Govt. labour rate including EPF, ESI, Bonus, Contractors Profit and 18% GST.]

Skilled Labour Daily (Mali)

Un-Skilled Labour daily (helper)

Day to Day operation of pump Motor sets for 2(Two) nos. shifts every day including all sorts of minor /normal maintenance of pump, motor, switch panel of pump etc, as per direction of Engineer in Charge. [Rate considered for Unskilled Labour from current Govt. labour rate including EPF, ESI, Bonus, Contractors Profit and 18% GST.]

Please Enable Macros to View BoQ information