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| 1 | TOTAL QUOTED AMOUNT |
| 2 | Underground Reservoir Sanitary & Plumbing Work. |
| 3 | Rainy FL - 150 Self-Cleaning + Dual Intensity Rainwater Harvesting Filter. |
| 4 | Electrical Work. |
| 5 | Supply and Installation of 3HP, 415V, 2.2KW, 65mm x 50mm size, 7.5lit per Sec discharge, upto 76m head range with F-class insulation and IP 55 protection, mechanical seal enabled as per direction of EIC. (Model- Kirloskar KDI-318 or equivalent) |
| 6 | Supply and Installation of Electronic Motor Protection Relay with built-in Earth fault Protection, Overload protection and Trip indication of rating 240V AC and thermal range 2-5.5A as per direction of EIC. (Model- L&T MPR301BE020) |
| 7 | Supply and installation of OHR automatic with Level Sensor along Level Display Panel including Hooter Alarm System along with reset option. The Panel will operate in auto as well as manual both option as per direction of EIC. |
| 8 | Supply of AC Three Phase, 415V, 50hz Direct-On-Line (DOL) Starter rating upto 10Hp, 7.5KW as per direction of EIC. (Model- L&T MN 16 DOL or equivalent) |
| 9 | Supply of 1.1KV grade PVC coated Alluminium Armoured Cable of following size and mending good all damages to building works. (polycab/Havells/KEI)a) 4core 6sqmm |
| 10 | Civil |
| 11 | Underground Reservoir Civil Work. |
| 12 | 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. |
| 13 | a) Depth of excavation Nos.t exceeding 1,500 mm. |
| 14 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but Nos.t requiring shoring. |
| 15 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand |
| 16 | Earth work in filling in foundation trenches or plinth with good earth, in layers Nos.t 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) |
| 17 | (a) With earth obtained from excavation of foundation. |
| 18 | Brick work with 1st class bricks in cement mortar (1:6) |
| 19 | b) In Super structure, ground floor |
| 20 | Controlled Cement concrete with well graded stone chips (20 mm 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 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(i) Pakur Variety |
| 21 | M 25 Grade |
| 22 | (i) Pakur Variety |
| 23 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground flooras per relevant IS codes. |
| 24 | (i) Pakur Variety |
| 25 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. |
| 26 | (b) Pakur Variety |
| 27 | I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)In ground floor |
| 28 | (B) With N.B. Variety stone metal. |
| 29 | (a) 1:3:6 proportion |
| 30 | 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 (upto roof of ground floor) |
| 31 | (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work |
| 32 | \\"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. SAIL/TATA/RINL make. |
| 33 | Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface). |
| 34 | (b) 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 Cement is required) |
| 35 | Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of variousgrades. |
| 36 | Galvanised iron sheet ridging fitted with necessary bolts,screws, washers etc complete.(225mm end lapping) |
| 37 | (b) With 0.63 mm sheet |
| 38 | Galvanised iron sheet eaves gutter fitted and fixed with necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63 mm. sheets.(300mm End lapping) |
| 39 | (b) 300 mm. wide gutter |
| 40 | 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 yield strength 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 made on area of finished work). |
| 41 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one aNos.ther 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: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, 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. |
| 42 | i) For roof truss works |
| 43 | a) Span up to 12 Mtr |
| 44 | at 0.03MT /SQM |
| 45 | (a) M.S.or W.I. Ornamental grill of approved design jointscontinuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor. |
| 46 | (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr |
| 47 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). |
| 48 | Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of Nos.n-supply of single plank, penal rate of reduction of 20% will be made)(iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. |
| 49 | (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak |
| 50 | Glazed shutters of doors, windows, fan light, clerestory windows etc. as per design (with ordinary glass of 7.4kg./sq.m. 3mm. Thick) fitted with putty bed andbteak wood bead and nails including fitting and fixing shutter in position but excluding the cost of hinges and other fittings. cost of glass, putty, wooded beads etc.will be paid separately. |
| 51 | (ii) 35mm thick shutters |
| 52 | (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. In ground floor. |
| 53 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISImark. |
| 54 | (viii) 100mm. X 75mm. X 3.50mm. |
| 55 | 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: |
| 56 | (iii) 100mm long x 10mm dia. bolt |
| 57 | Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete. |
| 58 | (iv) 300mm x 19mm dia. bolt. |
| 59 | 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: |
| 60 | (a) With continuous plate base (Hexagonal/ Round rod) |
| 61 | (iii) 100 mm grip x 12 mm dia rod. |
| 62 | (vii) 150 mm grip x 12 mm dia rod |
| 63 | 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, Nos.sing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping osurface] |
| 64 | (ii) With 1:4 cement mortar |
| 65 | (b) 10 mm thick plaster |
| 66 | Neat cement punning about 1.5mm thick in wall,dado,window |
| 67 | 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. |
| 68 | (A) 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 |
| 69 | (b) On steel or other metal surface : |
| 70 | Underground Reservoir Sanitary & Plumbing Work. |
| 71 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (C) Elbow 150 mm |
| 72 | Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (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 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 linemeasurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) |
| 73 | (a) For Exposed Work PVC Pipes (Dia)-150 mm |
| 74 | Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (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 metre below surface in 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 Nos. separate payment will be made for accessories, specials.) PVC Pipe |
| 75 | 100 mm |
| 76 | 80 mm |
| 77 | 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. Nos. separate payment will be made foraccesories, specials. |
| 78 | (a) For Exposed Work (50mm) |
| 79 | (i) CPVC Pipes Class-1, SDR-11 |
| 80 | Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes& fittings conforming to IS-15778: 2007(I) Tank connecting nipple |
| 81 | 50 mm |
| 82 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer |
| 83 | (d) 2000 litre capacity |
| 84 | (h) 5000 litre capacity |
| 85 | Labour for punching hole in plastic water storage tank upto 50 mm dia. |
| 86 | Supplying, fitting and fixing in position C.I. manhole/ pit cover with rim. |
| 87 | (b) Square |
| 88 | (iv) 600 mm X 600 mm X 50 kg (approx.) |
| 89 | Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). |
| 90 | (i)100 mm dia |
| 91 | Electrical Work. |
| 92 | Fixing only starters (for motor control) on flatiron frame / angle iron frame on wallDirect on Line starter for motor (upto 5 HP)On flat iron frame (for lower rating) |
| 93 | Distribution wiring in 1.1 KV single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in 25mm size PVC rigid conduit 'FR' (Precision make) incl. necy. fittings as requireda)3 x 56/0.3 (4 sqmm) + 2 x 36/0.3 (2.5 sqmm) ECC |
| 94 | Supplying and fixing MCB SS enclosure with IP-20/30 protection, powder coated provision for two/four pole MCB, concealed in wall after cutting the wall & mending good the damages to original finish incl. painting, connection & provision for earthing attachment 4 Way |
| 95 | Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection a)6-32 A FP |
| 96 | Laying of cable upto 3/4 core 25 sqmm 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 |
| 97 | Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed |
| 98 | 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 : a) For 4 core upto 6 sqmm |
| 99 | Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials : a) 4 core 6 sqmm cable |
| 100 | Finishing of the PVC insulated wire ends by socketting with pin/ring type copper sockets and insulated tapes etc., including supplying sockets, tapes. a) 2.5sqmm |
| 101 | b) 4 sqmm |
| 102 | Excavation of soil for installation of Earth Electrode and filling & ramming. (a) For Soft Soil |
| 103 | Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: (a) By Tata Medium GI pipe |
| 104 | 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 |
| 105 | Extra for treatment of soil by using salt & charcoal or coke for plate electrode |
| 106 | Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages(a) Solid GI wire No. 10 SWG |
| 107 | Sub Total |
| 108 | Add GST @18% . |
| 109 | Sub Total |
| 110 | Add labour welfare Cass @ 1% Please Enable Macros to View BoQ information |
