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| 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soilbut excluding laterite or sandstone) including removing, spreading or stacking the spoils within removing, 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. (a) Depth of excavation not exceeding 1,500 |
| 2 | 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. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. |
| 3 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 5 | Cement concrete with graded stone ballast (40 mm size) excluding shuttering ground floor and foundation with Proportion(6:3:1). |
| 6 | Controlled Cement concrete withwell gradedstonechips (20mm graded nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS:456 and relevant special publications,submission of job mix formula after preliminary mix design after testing of concrete cubes as perdirection of Engineer-incharge.Consumption of cement will not be less than 300Kg of cement with Superplasticiser 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.Pakur Variety |
| 7 | 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 (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work (upto roof of ground floor) |
| 8 | 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. iii) (OTHER MANUFACTURERS NOT SPECIFIED ) (i) For works in foundation, basement and upto roof of ground floor/upto 4 m |
| 9 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth |
| 10 | b) Superstructure |
| 11 | 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 (asnecessary) 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 cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement. iii) 35 mm. thick |
| 12 | 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 (Ground floor).[Excluding cost of chipping over concrete surface] (2) With 1:4 Cement morter (a) 15 mm thick plaster ( External) (i) Ground Floor |
| 13 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per 100 sq.m. |
| 14 | 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: (a) Two Coat |
| 15 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge 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. In Ground floor (Two Coat) a) Normal Acrylic Emulsion |
| 16 | Supplying,Fitting & Fixing UPVC pipes A- Type and fittings confirming to IS : 13592 - 1992 with all necessary clamps nails,including making holes in wall, Floor etc. cutting trenches in any soil through masonry concrete structures etc. if necessary and mending good damags including joining with jointing materials (Spun Yarn,Valamoid/Bitumen/M-Seal etc.)Complete. A) UPVC Pipes |
| 17 | (ii) 110 mm dia |
| 18 | ( C ) Bend 87.5 degree (ii) 110 mm dia |
| 19 | (d) Shoe (ii) 110 mm dia |
| 20 | M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. i) For trusses spanning up to 12.00 m |
| 21 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 22 | 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 : (iv) Two coats |
| 23 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yieldstrength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be madeon area of finished work). (i) In Roof:- a) With 0.5 mm thick sheet |
| 24 | Supplying, Fitting Corrugated Zinc Alluminium alloy coloured sheet ridging fitted with necessary bolts, Screws, washers etc complete. (225 mm end lapping) (A) 300 mm lapping each way (a) with 0.60 mm sheet. |
| 25 | Zinc Aluminium alloy Colour coated steel sheet vally gutter with perimeter not less than 750 mm with 225mm lap each way fitted & fixed with necessary bolts, nuts,screws, Etc complete. Vallygutter made of 0.63mm. Thick sheets (300mm in lapping) |
| 26 | Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. (ii) 20 mm dia bolt. (c) 600 mm long |
| 27 | Tube well |
| 28 | Labour for boring through any type of soil for sinking Tube - Well of required dia with top enlargement by rig boaring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants stagging, force pumping set and making arrangements for water required for boring etc. complete and lowring of pipes, strainer, blind pipes etc. complete. |
| 29 | For depth up to 250 M. for 100 mm. dia tube well with top enlargement of 200 mm. dia. (up to 50 M.) |
| 30 | for first 50 Mtr. |
| 31 | for next 50 Mtr. |
| 32 | for next 50 Mtr. |
| 33 | for rest 50 Mtr. |
| 34 | Supplying, fitting and fixing PVC pipes for underground work of approved make (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metrebelow surfacein all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.) |
| 35 | a) 150 mm internal dia |
| 36 | b) 100 mm. internal dia |
| 37 | Supply of High Density Poly-ethylene Pipe conforming to IS-4984-1985(dia) 6Kg./Sq.Cm.(working pressure) 75mm. dia |
| 38 | Supplying, fibre glass reinforced Epoxy resin slotted of 1 mm slot width in 6.1m length of approved make and as per direction of the Engineer - in - Charge (100 mm dia) |
| 39 | b) 100 mm. nominal dia i) 6mm wall thickness |
| 40 | Supplying, Fitting & Fixing Steel cutter Piece upto 450mm long with sockets. (iii) 75 mm dia |
| 41 | Supplying, fitting and fixing heavy type bell mouth reducing socket. (iv) 100 mm X 150 mm |
| 42 | Washing and developing Tube - Well with air compressor pump and engine for 8 ( eight) hours continious pumping per ay with necessary arrangement for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required complete in all respect. for Tube - Well of 100 mm. dia. With top enlargement 200mm. Dia. To have yield of 6000 gallons per hour. For 3 (Three day's) |
| 43 | Packing the annular space between the out side of the Tube Well pipe and strainers and the bore ith pea size washed gravel of approved quality having size from 2 mm. to 5 mm. or the size approved by the Engineer - in charge including cost of all materials labour and equipment complete. |
| 44 | Supplying, fitting and fixing G.I. cap at top (iii) 200 mm |
| 45 | Providing 200 mm centre guide. (i) With Clamp |
| 46 | Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. |
| 47 | Geophysical Investigation of the aquifer by electro logging system with tools & plants as necessary including supply of necessary report |
| 48 | Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete. |
| 49 | Electrification works |
| 50 | 5 KWp On grid Solar System |
| 51 | Supply of 4 core 16 sqmm Al armoured Cable. |
| 52 | Laying of one No. 4 core 16 sqmm XLPE/Alluminium armoured cable in underground trench 460mm wide x 760mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per Mtr. including filling the space between the bricks and cable and also the trenchwith shifted soil, leveling up and restoring surface duly rammed. |
| 53 | Laying the 4 core 16 sqmm cable on wall/surface incl. S & F MS saddles with earthing attachment in 10 SWG GI (Hot Dip) Wire, making holes etc. as necy. mending good damages and painting |
| 54 | Laying only Cable upto 50 sqmm through existing RCC/Hume/ GI Pipe/open masonary trench for single, 2, 3, 3½ & 4 core |
| 55 | Supplying & fixing medium gauge 40 mm dia GI Pipe ( ISI-Medium) Protection with necessary fittings and jointing metarials as required |
| 56 | Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below For 4 core 16 sqmm |
| 57 | Finishing the end of following 4 core 16 sqmm cable XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials |
| 58 | Supply, Installation & Commissioning 4.95 Kw Roof Top On Grid Solar System with poly crystaline modules, 330 wp Solar PV modules - 15 Nos (Make-Tata Power Solar), AJB, 2 I/P 2 O/P, with Fuse, SPD Type-II -1 No.(Make-Trinity/Hensel/Eligent/TPS), Grid Connected Solar Inverter (1X5 Kw, 415 V AC 50 Hz MPPT) DC:AC=1:3 max -1 no.(Make-Growatt/Goodwe/Powerone), Dongle GPRS (wifi enable)- 1 set(Make-ITAPS), ACDB with SPD 3 ph -1 set (Make-Eligant/TPS) , Earthing Kit 1.5M,14.2 mm dia, copper B -3 Set,Lightening Arrestor Height 2 Mtrs Conve -1set, Installation Kit (Comm Cable etc)- 1 set including Net metering documentation charges including Supply , Installation & Commissioning of cumulative roof top of elevated structure for 4.95 Kw for Solar power plant. |
| 59 | Supplying & fixing ABC Stored Pressure type Fire Extinguisher og 6 kg capacity consisting of welded cylinder squeeze lever discharge valve fitted with pressureindicating guage with internal discharge tube,discharge hose and nozzle,suspension bracket,conforming to IS:15683 duly charged with ISI Market Mono Ammonium Phosphate Base ABC Powder conforming to IS:14609 And pressurized with nitrogen gas. Temparature Range(-)30ºC to (+)55ºC.Fire Rating-2A & 21B. Make- Fireshield or equivalent reputed brand. |
| 60 | Supplying & fixing CO2 type Fire Extinguisher og 4.5 kg capacity conforming to IS:15683:2006 made from seamless cylinder conforming to IS:7285 duly approved by chief controller of Explosive,Nagpur,fitted with ISI Marked Controlled valve conforming to IS:3224,high pressure 1 mtr. long discharge hose and horn complete with initial gas charged with carrying handle and wall mounting bracket suitable for operating between (-)30ºC to (+)55ºC,Fire Rating Class-13B. Make- Fireshield or equivalent reputed brand. |
| 61 | Conventional lightening protection System |
| 62 | S & F Lightning conductor Air-terminals made of 15 mm dia 1500 mm long GI pipe (ISI Medium) having five prongs of 4 SWG GI (Hot Dip) wire at top with 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc. duly grouted on the parapet etc. in CC mortar (4:2:1) |
| 63 | Connecting the equipments body to earth busbar including S & F 25 mm x 6 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc. |
| 64 | Hiring charges for scaffolding arrangement including dismantling at the end of work and carriage, for LC installation of overhead reservoir (vertical run) |
| 65 | Connecting the equipments body to earth busbar incl. S & F 50 mm x 6 mm Galvanized (Hot Dip) MS flat on wall/floor with GI saddle as required and connection to equipments with incl. drilling holes, bolts, nuts,washers etc. |
| 66 | Excavation of soil for installation of Earth Electrode and filling & ramming for Soft Soil. |
| 67 | Earthing with 50mm dia G.I. pipe (TATA-M) 3.64mm thick * 3.04 Mtrs. Long and 1*4 WG wire (4 Mtr. Long) 13mm dia * 80mm long G.I. bolts double washers incl. S&F dia pipe protection (1Mtr long) to be filled with bitumen partly under the G.L. and partly above G.L. driven to an average depth of 3.65Mtrs .below the G.L. and restoring the surface duly remmed |
| 68 | Extra for providing masonery enclosure on the top of the earth electrode of overall size 86.36 cm x 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6) of 25 cm width duly plastered with cement morter (inside) CI hinged inspection cover of size 36.56 cm x 35.56 cm with locking arrangement, GI reducer including drilling of 46 nos. 12 mm dia holes on the GI pipe |
| 69 | Extra for treatment of soil by using salt & charcoal or coke for plate electrode |
| 70 | Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 40 mm x 6 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts, nuts, washers, spacing insulators etc. as required . |
| 71 | Connecting the equipments to early busbar incl. S&F No. 8 SWG G.I. wire on wall /floor with stapels as per G.S. |
| 72 | Solar Compound Light |
| 73 | Supply, Installation & Commissioning of 45 W Solar Compound Light arrangement with 160 Wp Mono Crystalyne PERC half cut Solar PV module, 12V, 30AH Lithium ion battery, module mounting structure on Roof & light fixing arm bracket, connecting cable, Civil structure etc. N.B : The arrangement should be warranted for 2 years. |
| 74 | Add CGST @ 9% |
| 75 | Add SGST @ 9% |
| 76 | Labour Welfare cess @ 1% Please Enable Macros to View BoQ information |
