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| 1 | Site Developments works:-Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding1.5min width or10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposalofsurplusexcavatedsoilasdirected,with in a lead of 50m |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 3 | Excavating,supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc. complete. |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 5 | Dry brick on edge flooring in required pattern with bricks of classdesignation7.5on abed of 12mm mud mortar,including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level:1:3:6 (1Cement:3 coarses and (zone-III) 6 graded stone aggregate 20 mm nominal size |
| 7 | Providing and layingin position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -All work up to plinth level :1:1.5:3(1cement:1.5coarse sand(zone-III)3 graded stone aggregate 20mm nominal size |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters,buttresses,plinth and string courses,fillets,columns, pillars,piers,abutments,postsandstrutsetc.aboveplinthlevelupto floor five level, excluding cost of centering, shuttering, finishing and reinforcement:1:1.5:3(1cement:1.5 coarses and (zone-III) 20mm nominal size |
| 9 | Reinforced cement concrete work in beams,suspended floors,roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands,plain window sills,stair case and spiral stair cases above plinth level upto floor five level,excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement 1.5 coarse sand (zone-III) 3 graded stone aggregate 20 mm nominal size 1:1.5:3(1 cement:1.5 coarse sand(zone-III) 3graded stone aggregate 20mm nominal size. |
| 10 | Centering and shuttering including strutting,propping etc.and removal of form for Foundations,footings,bases of columns,etc.for mass concrete |
| 11 | Suspended floors, roofs, landings, balconies and access platform |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 17 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand) |
| 18 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 19 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. 12 mm cement plaster 1:2 (1 cement : 2 stone dust). |
| 20 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 21 | Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 22 | Providing and fixing 35 mm thick factory made laminated veneer lumberdoor shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixingwith butt hinges of required size with necessary screws, all completeas per directions of Engineer- in-charge and panelling with panels of :(Note:- Butt hinges and necessary screws shall be paid separately)12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 : |
| 23 | Providing , fitting and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. |
| 24 | Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc. complete :125x90x4.00 mm |
| 25 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :300x16 mm |
| 26 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :250x10 mm (for doors) |
| 27 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish,(Barrel type) with necessary screws etc. complete :150x10 mm (for window) |
| 28 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm( for doors) |
| 29 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 100 mm (for window) |
| 30 | Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 31 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works.a) With ready mixed red lead/ red oxide primer. |
| 32 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 33 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work a) general purpose( Asian paint/Berger paint/ICI Paint/ J& N paint/Neerolac) |
| 34 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 35 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 36 | Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with : 4.0 mm thick glass panes |
| 37 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm runningat the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer in-charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60 |
| 38 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 1000x1000 mm |
| 39 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.1.00 mm thick with zinc coating not less than 275 gm/m² |
| 40 | Add Site Developments External -Levelling |
| 41 | Internal road with WBM and Bituminous top |
| 42 | Cement concrete pavement with vacum dewatered concrete |
| 43 | External Sewerage |
| 44 | Distrribution lines upto 100mm dia |
| 45 | Peripheral Grid 150mm to 300mm dia pipes |
| 46 | Storm water Drainage |
| 47 | Rain water harvesting |
| 48 | Underground Sump |
| 49 | Overhead tank |
| 50 | Horticulture operation i/c 30 cm earth filling, grassing, tree plantation/shrubs and potted plants etc. |
| 51 | Boundary wall with 1500mm high wall and 600mm high MS grill including 2100mm high steel gates at every 100 meters.with brick structure and RCC band at ground level and coping, Boundary wall (External) |
| 52 | Supplying , installation, testing and commissioning of 33 kv/0.433 or 11 kv/0.433 substation equipment comprising HT panel, dry type/oil type transformers, HT Cable, bus trunking from transoormer to LT panel ,automatic power factor correction panel, active harmonic filters, TVSS( transient voltage suppression system), SPD (surge protection system),essential panel, earting, required intercorrections, substation saffety equipments including LT cabling from substation to the building fed by the station. |
| 53 | Supplying , installation, testing and commissioning of DG Sets MF panel ,bus ducting/cable from DG set to essential panel, dg set enclouser room sound insulation//ventiation /smoke exhaust as required, earthing of DG set system, control cabling, fuel tank/piping,DG set exhaust piping, /exhaust chimney as per CPBC norms,civil works connected with DG set including foundation as required, |
| 54 | UPS SYSTEM; SITC of online 3- phase UPS SYSTEM with 30 minutes back upincluding batteries, interconnecting cables,baterry racks etc. |
| 55 | Supplying , installation, testing and commissioning of energy Efficient Central AC plants including low side works |
| 56 | Supplying , installation, testing and commissioning of grid interactive roof top solar photo voltaic power generation system including space |
| 57 | CCTV System |
| 58 | LAN System (50% of the total area) |
| 59 | Supplying , installation, testing and commissioning of LED street/ compound/higs must/ pathway/ landscape lighting for the entire campus |
| 60 | Tubewells-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20 mm nominal size ) |
| 61 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per directionof Engineer-in-charge, upto 90 metre depth below ground level. All types of soil. 400 mm dia |
| 62 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per directionof Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.All types of soil. 400 mm dia |
| 63 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 64 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 65 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 66 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approvedbrand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.200 mm nominal size dia having minimum wall thickness 5.40 mm |
| 67 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia |
| 68 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 69 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia |
| 70 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.200 mm clamp |
| 71 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia |
| 72 | Load Securitu Please Enable Macros to View BoQ information |
