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| 1 | Cutting road and making good the same i/c supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required of bituminous portion. |
| 2 | Cutting road and making good the same i/c supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required of water wound macadam. |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavater) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as we as 10 sqm on plan) including getting out and disposal of exavated earth, lead upto 50 and lift upto 1.5m, as directed by Engineer-in-charge. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavating only after getting permission of Engineer-in-Charge. All kinds of soil. |
| 5 | Extra for every additional lift of 1.5 or part thereof in excavation / banking excavated or stacked materials. all kind of soil…….a) 1.50 to 3.00 m |
| 6 | b) 3.00 - 4.50 m |
| 7 | c) 4.50 - 6.00 m |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (Not exceeding 1.5 m in width as we as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50 and lift upto 1.5m, as directed by Engineer-in-charge. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavating only after getting permission of Engineer-in-Charge. All kinds of soil. |
| 9 | 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 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). |
| 10 | Reinforced cement concrete work in walls (any thickness) i/c attached plasters, buttresses, plinth & string courses, fillets, columns, pillers, piers, abutments, posts and struts etc. upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement in 1:1½:3 (1 Cement : 1½ C. Sand : 3 graded stone agg. 20mm n.s.). |
| 11 | 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 (zone-III) : 4 graded stone aggregate 20 mm nominal size). |
| 12 | Centring and shuttering i/c strutting, propping etc. and removal of form for Foundation, footings, bases of columns etc. for mass concrete. |
| 13 | Centring and shuttering i/c strutting, propping etc. and removal of form for Walls (any thickness) i/c attached pilasters, butteresses, plinth and string courses etc. |
| 14 | Centring and shuttering i/c strutting, propping etc. and removal of form for Suspended floors, roofs, lending, balconies and excess plateform. |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars |
| 16 | P/F M.S. specials such as Tee, Bend, Collars, Tapers, Gap pieces, including Flange Ends as required, Painting, Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. |
| 17 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. |
| 18 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 19 | Supply and installation of 400 mm dia 10 mm thikckness Steel pipe conferming to IS:3589 through trenchless excavation of thrust pit and receiving pit of required size and the excavation & filling back and compaction complete as per specification for road crossing by Auger boring method. Pipe will be installed at depth beyond 3.0 m. below the ground surface in downward required slope. |
| 20 | Providing and Laying S & S Centrifugaly Cast (Spun)/Ductile Iron Pipes conferming to IS : 8329. 400 mm dia Ductile Iron Class K-9 pipes |
| 21 | P/F Sluice Valve shall generally conform to IS 14846 with latest amendment, with length over flanged as per PD of IS 14846 corresponding to BS EN-558 / ISO 5752 Basic series 3 in CI construction having metal seating (IS 318 Gr. LTB 2). With comple component & material of construction following below:-1 - Body / Door / Dome - Cast Iron IS 210 Gr. FC 2602 - Spindle - Non rising: Stainless Steel AISI 4103 - Body seat / Door face - Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted: no screws allowed)4 - Rivets - Soft annealed brass5 - Spindle Nut - Gun metal : IS 318 Gr. LTB 26 - Stem Seal - Greased Hemp7 - Fasteners - Carbon steel8 - Flange Drilling - IS 1538 Table 4 & 69 - PN 1.010 - Accessories (400 mm and above) - Ball thrust bearings to be housed above the wet chamber ie. above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug11 - Painting / Coating - Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005 / 5015 (BLUE)12 - Hydro-test-(Open Ended only) (Seat : 10/16 Kg/cm2; Body: 15 / 24 Kg/cm213 - Upto 600mm dia Mannual Operated & above 600mm Gear boxMake-Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited KIRLOSKAR) |
| 22 | 250 mm dia |
| 23 | 400 mm dia |
| 24 | P/F Reflex Valve upto 600mm dia shall conform to IS 5312 Part-1 & above to IS 5312 Part-2 with latest amendment, Valves shall be in graded CI with metal to metal (IS 318 Gr. LTB 2) seating, preferably slanted (and not perpendicular) vis-a-vis horizontal axis; SS AISI 410 stub pins & slant seat design. with comple component & material of construction following below:-1 - Body / Door / Dome - Cast Iron IS 210 Gr. FC 2602 - Hinge pin (single door) / Stub pin (multidoor type) - SS AISI 4103 - Seat & Face rings - Gun metal : IS 318 Gr. LTB 2 4 - Rivets - Soft annealed brass5 - Fasteners - Carbon steel6 - Flange Drilling - IS 1538 Table 4 & 67 - PN 1.08 - By - pass arrangement - Optional9 - Painting / Coating - Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005 / 5015 (BLUE)10 - Hydro-test Seat : Seat : 10/16 Kg/cm2; Body: 15 / 24 Kg/cm2Make-Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited KIRLOSKAR) |
| 25 | 250 mm dia |
| 26 | 400 mm dia |
| 27 | Supply, erection, testing and commissioning of non clog sewage submersible pump complete in all respect as per direction of engineer in-charge. Technical specification of pump set shall be as given below.(1) MOTOR TYPE: Sq. Cage induction motor 960 rpm suitable for operation on 400/440 volts 3 phase, 50 hz ac supply with f class insulation & ip68 protection.2) PUMP:(a) Body: - cast iron with 2% nickel (b) Impeller:- CF8M (SSJ16)(c) Shaft:- Stainless Steel (SS304)(d) Auto coupling stand:- CF8M (SS316)(e) Guide pipe:- stainless steel (SS304) @16 mtr(f) Lifting chain:- alloy steel @16 mtr (g) Mechanical seal:- Upper seal (carbon/chrome steel). Lower seal (silicon carbide).(3) FIELD REQUIREMENT:(a) Type:-non clog sewage submersible pump(b) RPM:- 960(d) Head:- 28 mtr(e) Copper cable for sewage submersible pump suitable size @ 25 mtr(f) Specific gravity of sewage: - 1.07(g) Solid Handling Capacity (dia):- not less than 100 mmNOTE- contractor shall be submitted G.T.P & all company test certificate of the material used in pump set. (make- pullen pump industries pvt ltd / m/s aqua machineries pvt. Ltd. /m/s kishor pumps pvt. Ltd.) |
| 28 | Non Clog Sewage Submersible Pump Set Discharge 612 cum/hr., HEAD :- 28Mtr., Rating 90/120, Outlet size of pipe 200mm dia, Cable 2 x 50 sqmm x 3.50 core + 1.50 sqmm x 4.0 core |
| 29 | S/F of fully Automatic Control panel with 100 H.P. Auto Transformer for submersible/V.T. Pump sets with following features No-volt, Under-voltage, Over-voltage protection, Microprocessor based overload protection, Unbalancing protection, Winding temperature controller, seal monitor, reverse rotation trip device and the automatic start/stop device according to the levels in the sump. The control panels are provided with normal indications such as Digital voltmeter, Digital Ammeter, and indicating lamps. Above panel is dust and vermin proof made out of 14 SWG CRC sheet with powder coating paint as per directions of E/I. (Make: Contractor-L &T, MCCB-L&T, WTC-Minilec, Auto Transformer-Electracare, VPD & MPD-Softhard, WLC/SM-Pumpcare C.T.-AE, Indicating Light & Push Button- L&T, Control Fuse-EE, Fuse Base-EE, Timer-L&T) |
| 30 | Design, Supply, erection, testing and comissioning of MCC (Motor Control Center) Panel made out of 14-16 SWG CRCA] sheet powder coated paint after degreasing, de rusting & vermin proof free standing, front operated cubica panel board suitable for 415 Volt, 50 Hz system having one incomer of 1000 Amp. ACB (Electrically and Mchanically interlocked) with incomer of 800 Amp. ACB for DG Set and four aoutgoing of 250 Amp. MCCB having 3 Nos. aluminium bus bars of 1000 Amp. capacity for three phase and one aluminium bus bar of half capacity for netural, six outgoing 100 Amp MCCB for lighting and external use with Ampere meter. Current transformer, Ampere Selector Switch etc. make ACB:L&T/schnider / abb.mccb : L&T/Schnider/ABB meter : L&T / a.e. selector switch L&T current transformer:a.e. |
| 31 | Supply, errection, testing and commissioning of 250 KVA copper wound out door type distribution transformer Paramax / P.M. / L D power make on double pole structure duly complete connection with existing TPMO etc. as per direction of E/I. This job will also included the arrangment fot inspection by Asstt. Electrical Inspector Govt. of U.P. including inspection fees etc. complete in all respect. |
| 32 | Supply and fixing of recess / surface mounting square 24 to 32 Watt LED down lighter having powder coated die cast aluminium housing with extended heat sink, diffuser / Reflector and driver set complete in all respects. |
| 33 | Supply and Fixing of LED Street light fitting having die cast aluminium body and diffuser with driver set suitable for 60 to 72 watt. Confirming to IP 66 protection complete in all respects. |
| 34 | Supply and laying of 3 core standered aluminium conductor XLPE (Cross linked polyethylene) insulated PVC bedded, Galvanised flat steel strip armoured cables confirming to I.S. 7098 (Part-II with latest amendments) II KV grade at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand all around and protected with well burnt bricks on sides and on top put across. The armouring of cable shall be properly connected with earth conductor by clamps etc.120 sq. mm 3 core. |
| 35 | S/L of aluminium conductor PVC insulated armoured served, sheathed cable 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75mm thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on MS clamps etc. of suitable size or as directed by Engineer-Incharge complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 120 sqmm 3½ core |
| 36 | S/F of 11 KV TPMO Relco/Rama make 9 nos. insulator of Jai shree/BHEL make complete in all respects as per direction of E/I. |
| 37 | S/F of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tap and making connection etc. complete in all respect as per direction of E/I. 120 Sqmm |
| 38 | Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required 120 sq.mm |
| 39 | Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required 120 sq.mm |
| 40 | Supply and burying of 600 x 600 x 6mm GI plate vertically for earthing with its top at least 3 m below ground level complete with 20mm GI pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG GI wire in 15 mm dia GI pipe up to switch board (from appron to switch board the cost of GI pipe and GI wire will be extra) 30cm. square C.I. frame with hinged cover masonary housing alternate layers of charcoal/coak and salt at least 150mm thick alround etc. as per directions of E/I complete in all respects as per drawing. |
| 41 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 10.00 |
| 42 | Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 10.00 |
| 43 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 44 | S/F 5 Tone capacity (Indef Make) ISI marked triple spur geared chain pully block with crode allyoy sttel load chain tested to over load |
| 45 | S/F Extra Chain lift for 5 Ton Capacity chain pully (For load lifting) |
| 46 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc. |
| 47 | Submersible Cable moter capacity 75 HP to 120 HP (2 x (35sqmm x 4 core) +1 x 1.5 sqmm 4 core) |
| 48 | 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 |
| 49 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment) : Overhead informatory road signage |
| 50 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). |
| 51 | Brick work with F.P.S. bricks of class designation 100 in foundation and plinth in cement mortar 1:4 (1 Cement : 4 C. Sand). |
| 52 | P/L Damp Proof Course 40mm thick with cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 12.5mm n.s.). |
| 53 | Brick work with bricks of class designation 150 in super structure above plinth level up to floor five level in all shapes and size in cement mortar 1 : 4 (1 Cement : 4 C. Sand). |
| 54 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 55 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate |
| 56 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 57 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to 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). |
| 58 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars |
| 59 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 60 | Finishing walls with water proofing cement paint of required shade on new work (two or more coats applied @ 3.84 kg/10 sqm). |
| 61 | White washing with lime to give an even shade New work (three or more coats) |
| 62 | Providing gola 75 x 75 mm. in cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 stone aggregate 10 mm and down gauge) i/c finishing with cement mortat 1:3 (1 Cement : 3 F.Sand ) as per standard design in 75 x 75mm deep chase. |
| 63 | Making khurras 45 x 45cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 Cement : C. Sand : 4 graded stone) agg. of 20mm n.s.) over PVC sheet 1m x 1m x 400 micron, finished with 12 mm cement plaster 1:3 (1 Cement : C. Sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. |
| 64 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend |
| 65 | Neat cement punning. |
| 66 | 6 mm cement plaster to celling of mix 1:3 (1 Cement : 3 F. Sand). |
| 67 | P/F M.S. Clamp 250 mm dia i/c excavation, reffiling etc. complete as per direction of E/I. |
| 68 | Supply & fixing steel tubular pole 9.50 Meter long designated 410 SP-37 in 1:3:6 cement concrete foundation including excavation back filling etc. complete in all respects. |
| 69 | S/F of steel tubular pole 110 Mrs. Designated 410-SP-56 in 1:3:6 cement, concrete foundation excavation, back filling Excluding |
| 70 | S/F overhead line with ACSR conductor RABBIT/RECON category one poles/service bracket i/c bindng etc. complete in all respects. |
| 71 | S/E of 11 KV Pin insulator complete with large steel head G.I. pin, nuts, washers etc. as required. |
| 72 | S/E of 11 KV disc insulator for 11 KV over head lines with galvanised insulator fittings………….etc. as required. |
| 73 | S/L of 25mm x 3mm GI strip from each electrode directly in the ground complete in all respect. |
| 74 | Painting of the electric pole & channal with 2 coats of Aluminium paint over red oxide primer complete in all respects. Please Enable Macros to View BoQ information |
