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| 1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 1. All kinds of soil HSR 4.4 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. HSR 4.14 |
| 3 | 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 up to 1.5 m. HSR 4.32 |
| 4 | CEMENT PLASTER (IN FINE SAND) 15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) HSR 11.6 |
| 5 | STEEL DOOR/ WINDOW FRAMES AND SHUTTERS Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 5. 10 x 160 mm HSR 13.5 |
| 6 | SIGLE/BUILT-UP STEEL/TUBULAR SECTIONS 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. 1. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete HSR 13.29 |
| 7 | CC INTERLOCKING PAVER BLOCKS Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over (BIS 15658:2006) and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. HSR 10.76 |
| 8 | INTERIOR FINISHING Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete HSR 11.58 |
| 9 | EXTERIOR FINISHING WALL AND ROOF SURFACES Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) HSR 11.95 |
| 10 | B BRICK WORK Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) HSR 7.21 |
| 11 | C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 2. 20 mm nominal outer dia Pipes HSR 22.86 |
| 12 | BRASS FITTINGS Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 2. 20 mm nominal bore HSR 22.98 |
| 13 | MASONRY CHAMBERS Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 1.1. Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay non-modular bricks of class designation 7.5 HSR 22.179 |
| 14 | HDPE pipes for Drainage Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 ofE.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 2.2. Single Socket Type B 110mm o/d SWR UPVC pipe lines laid complete HSR 22.222 |
| 15 | A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) HSR 6.1 |
| 16 | A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) HSR 6.1 |
| 17 | I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts HSR 6.30 |
| 18 | B0146. Brick bats HSR 2 B0146 |
| 19 | J STEEL REINFORCEMENT Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more HSR 6.33 |
| 20 | MISCELLANEOUS ITEMS 2.2. S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work.DWC/HDPE pipe 50/40 mm outer dia/ inner dia HSR 24.5 |
| 21 | LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 14. 10Sq mm 2core (Arm.) HSR 24.13 |
| 22 | Providing and fixing of prefab Room having size (10`x12`) of PUF with building specification for Puf Structure as per following specification :- Steel Structure:-Fabricated from 2 mm thick CRCA Sheet (TATA / ESSAR)Structural designed by modern CAD /CAM techniques and fabricated / welded with MIG welding,CNC Laser Cutting and Bending machines for proper strength and long life.Walls and Roof:-Poly urethane Foam sandwiched between pre-painted Galvanized Steel sheets with panel thickness of 50 mm for wall and 30/65 mm for roof with short Rib configuration for extra strength with off white color. The panel type will be tongue and groove with density of 40 plus 2kg/ m3 .The panels are made on continuous line plant with online blending process with Cyclopentane as blending agent. 3’ wide door. The minimum height shall be 9`0`. Floor Bed:-Made from MSRHS/SHS of suit able size properly welded with main frame. Floor Bed shall be 1’ above NGL. Floor Lining:-18mm thick heavy duty Cement Fiber board of Bison/Everest(Exterior Grade) made shall be provided on the metal floor and will be finished with 2 mm thick vinyl layer on top for aesthetic looks. Surface:- All metal parts shall be chemically treated viz. Photostatting, decreasing etc. for proper holding of top coat of paint. Painting:-The whole structure is coated with red oxide Primer and then two coats of synthetic enamel paint is applied for aesthetic looks and long life.The bottom under structure shall be epoxy coated. Door:-1 no. UPVC Door with handle and locking arrangement shall be provided. Window:-1no.UPVC sliding window complete with handle, lock etc. Electrical:-2 no. led tube light. Modular Switch Board with 2 nos.switches, 2 no. 5 amp socket and 2 no. wall fan, along with 1.5 Sq.mm ISI marked wiring with Flexible pipe. 1 no. Power point with2.5 mm2 cable. The Cabins shall be portable i.e having the ability to be lifted/shifted using crane complete to the entire satisfaction of Engineer in charge. The PUF Panel should be Bnal or Jindal Make |
| 23 | Providing and fixing of prefab toilet Cubical (5`x6`, minimum height 9`) is provided with 1 no. CERA/Hindware make EWC, 1 no. CERA/Hindware Make Wash Basin, Toilet Door 2`-6`, Towel rail, Coat / Hat Hook (Khunti) for cloth hanging, Louvered ventilator, 1 no. LED tubelight, 1 no. exhaust fan with Modular Switch Board with 2 nos. switches, 1 no. 5 amp socket alongwith 1.5 sqmm ISI marked wiring with flexible pipe. Power Point with 2.5 sqmm wire, 200 Ltr. ISI PVC water tank as per following specification: -Steel Structure:- Fabricated from 2mm thick CRCA Sheet (TATA / ESSAR) Structrual designed by modern CAD / CAM techniques and fabricated / welded with MIG welding, CNC Laser cutting and bending machines for proper strength and long life.Wall Sand Roof:- Polyurethane Foam sandwiched beteen pre-painted Galvanized Steel sheets with panel thickness of 50mm for wall and 30/65 mm for roof with short Rib configuration for extra strength with off white color. The panel type will be tongue and groove with density of 40 plus 2Kg / m3. The panels are made on continuous line plant with online blending process with Cyclopentane as blending agent. The PUF Panel should be Bnal and Jindal make including 3` wide door. The minimum height shall be 9`. Floor Bed:- Made from MSRHS / SHS of suitable size properly welded with main frame. Floor Bed shall be 1` above NGL.Floor Lining:- 18mm thick heavy duty cement fiberboard of Bison / Everest (Exterior Grade) made shall be provided on the metal floor and will be finished with 2mm thick vinyl layer on top for aesthetic looks.Surface:- All metal parts shall be chemically treated viz. Phosphating, degreasing etc. for proper holding of top coat of paint. Painting:- The whole structure is coated with red oxide Primer and then two coats of synthetic enamel paint is applied for aesthetic looks and long life The bottom under structure shall be epoxy coated.Door:- 1 no. UPVC Door with handle and locking arrangement shall be provided. |
| 24 | Providing and fixing of Supreme Safeguard plastic ready vertical septic tank of 1000 Ltr. capacity, complete set with necessary accessories like inlet and outlet connections, rodding eye, extension piece, cover and watertight seals on all joints, Make : Supreme, Model - RLSVST1000IB. Please Enable Macros to View BoQ information |
