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| 1 | CONSTRUCTION OF DAL MILL SHED 118 SQM |
| 2 | Excavation for foundation in earth, soil of all types, sand, gravel, and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation, and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift up to 1.5 m.) By Mechanical Means |
| 3 | Excavation for foundation in Hard Murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation, and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift From 1.5 m 3.0 m ) By Mechanical Means |
| 4 | Providing dry trap/ granite/ quartzite/ gneiss rubble stone soiling 15 cm to 20 cm thick including hand packing and compacting complete. Spec.No. : Bd.A.12 Page No. 264 ; (PWD S.S.R. 22-23 Item Serial No.757 & Item No.21.38) |
| 5 | Filling in plinth and floor with approved excavated materialas in 15 cm to 20 cm layer including watering and compoacting etc completed. |
| 6 | Filling in plinth and floor with Contractor materials /brought from outsides and approved by engineer incharge etc Completed. |
| 7 | Providing and filling in the foundation with sand of approved quality including watering, compacting etc. complete. (PWD S.S.R. 22-23 Item Serial No.758 & Item No.21.39) |
| 8 | Providing and laying Cast in situ/ Ready Mix cement concrete in M-10 of trap/granite/quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete ,with fully automatic microprocess or base dPLCwith SCADA enable dreversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc.complete. With fine aggregate (Crushed sand VSI Grade) (PWD S.S.R. 22-23 Item Serial No.732 & Item No.24.01) |
| 9 | Providing and laying in situ cement concrete of M-20 grade of trap / granite/quartzite/gneiss metal for R.C.C. work like raft, grillages, strips, foundations and footings of R.C.C.columns and steel stanchions including bailing-out water manually, including centering formwork of plywood / steel, compaction, covering newly laid concrete by gunny bag, plastic or tarpaulin, finishing the formed surface with cement morter 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc complete. (Excluding reinforcement) The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Wooden planks / shuttering will not be allowed) Spec.No.:Bd.F.2 Page No. 298 /IS 456 (1978) (PWD S.S.R. 22-23 Item Serial No.841 & Item No.25.11) |
| 10 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (PWD S.S.R. 22-23 Item Serial No.846 & Item No.25.31) |
| 11 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (PWD S.S.R. 22-23 Item Serial No.851 & Item No.25.50) |
| 12 | Providing and fixing in position TMT-FE-500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardis, copings, fins, arches, etc. as per detailed designs, drawings, and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding, and supporting as required, complete. |
| 13 | Providing Brick masonry in cement mortal 1.6 using second Class Burnt Bricks in foundation and plinth of inner walls/ in plinth of external walls including bailing out water manually, striking joints on unexposed faces ,watering and scaffolding complete Bd. G. 1, Page No.313, (PWD S.S.R. 22-23 Item Serial No.894 & Item No.27.01) |
| 14 | (Brick Work) Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in Superstructures including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces, and watering, etc. Complete.29.231 |
| 15 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. (PWD S.S.R. 22-23 Item Serial No.968 & Item No.32.11) |
| 16 | Providing internal cement plaster 20mm thick in two coats in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing complete.(PWD S.S.R. 22-23 Item Serial No.967 & Item No.32.08) |
| 17 | Providing and applying primer coat for internal wall surfaces and ceilings including scaffolding etc. complete.(PWD S.S.R. 22-23 Item Serial No.1095 & Item No.35.21) |
| 18 | Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. (PWD S.S.R. 22-23 Item Serial No.1111 & Item No.36.11) |
| 19 | Providing and fixing steel ventilat or fully glazed partly fixed as per detailed drawing with hot dip zinc coating including fabricating glazing with plain/ obscured glass pans 5mm thick and approved type quality and iron oxidized fixtures and fastening with guards quare bars 12mm 10cmc /cand oil painting 2coats etc. complete. (PWD S.S.R. 22-23 Item Serial No.1228 & Item No. 39.30) |
| 20 | Providing and applying white-wash in one coat on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. |
| 21 | Providing and applying plastic emulsion paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface. (excluding the primer coat) etc. complete. (PWD S.S.R. 22-23 Item Serial No.1112 & Item No. 36.12) |
| 22 | Providing and fixing rolling shutter fabricated from steell at hsofminimum thickness 0.9mm with lock plate of 3.15 mm thickness reinforced with 35x35x5mm angle section fitted with sliding bolts and handles for both sides, deep M.S.channel section of depth and thickness not less than 65mm and 3.15mm respectively with hold fastarr angements, M.S.Bracket plate 300x300x3.15mm minimum size and shape with square bar, suspension shaft of minimum 32mm diameter, hood cover of M.S. sheet not less than 0.9mm thickness and of any size attopand safety device sincluding mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade castir on or mild steel and one coat of redlead primer etc. complete.(I.S.62481979) (Without mechanical gear) (PWD S.S.R. 22-23 Item Serial No.1222 & Item No. 39.24) |
| 23 | Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete. (PWD S.S.R. 22-23 Item Serial No.1022 & Item No. 33.30) |
| 24 | Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete. |
| 25 | Supplying, fabricating and erecting of Cold Formed Light Gauge structural steel members conforming to IS:801/ IS:811 hot-dip galvanised to IS:4759 - 96 including cutting, welding or bolting, splice plates and packing plates, transporting, straightening, cleaning, fabricating and erecting in position. (Mecanical SSR 2022-23) |
| 26 | Supplying and Fixing PPGL Sheet 0f 0.5 mm thick as shown directed by engineer (Mecanical SSR 2022-23) |
| 27 | PSupply & Fixing of 0.5 mm thk PPGL roof accessories as per drawing or as directed by engineer in charge. (Mecanical SSR 2022-23) |
| 28 | Supplying, fabricating and erecting in position PPGI Eaves Gutter of required size with stop ends,all fixing accessories, drop ends, etc., at all elevations levels & heights including aligning, leveling, providing and fixing bolts, nuts, washers etc., conforming to latest specification including straightening, cutting, welding, bending to shape, bolting etc., complete and as directed as per engineer incharge (Mecanical SSR 2022-23) |
| 29 | Providing and fixing of the rain water down take pipes of PPGI, the sectional area of rain water down take pipes provided shall be generally at the rate of 1 square cm per 70 to 80 square decimetre of roof area drained. No spout shall be less than 80 mm in diameter. The spacing of spouts shall be arranged to suit the position of openings in the wall including necessary accessories for fixing the pipe and including all materials and labour charges etc., complete as shown in drawings, as per specifications and as directed by the Engineer-in-Charge (Mecanical SSR 2022-23) |
| 30 | Supply & Fixing of turbo ventilator with 610 mm throat, having base ring & top plate in stainless steel of 0.8 mm thick, rotated using twin bearings of SKF - 600122 & 600322 permanently lubricated & sealed. Fixed in FRP base plate of 2mm thk clear 1.020 mtr wide & 1.7 mtr long. (Mecanical SSR 2022-23) |
| 31 | Supply & Fixing of 2mm thk polycarbonate sheets as per drawing & as directed by engineer in-charge. (Mecanical SSR 2022-23) |
| 32 | Supplying and erecting mains with 3 x 2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit / trunking / inside pole / Bus bars or any other places as per specification No: WG-MA/BW |
| 33 | Supplying and erecting LED Panel Light (600mm X 600mm) Max. 30 having CRCA powder coated housing, polystyrene diffuser having system lumens output of Min. 3600 Lumens, min. efficacy of 120 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., max. ripple of 5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50 including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. |
| 34 | Point wiring in for light/fan/bell in 20 mm metal conduit with 1.5 sq.mm (2+1E) FRLSH grade copper wire, flush type switch, earthing and required accessories as per specification No: WG-PW/SW |
| 35 | Supplying and erecting steel tubular swaged pole 139.7 x 114.3 x 88.9 mm dia with 4.5x3.65x3.25 mm thickness (4.5 + 1.75 + 1.75 m) length respectively and total 8.0 m long with pole cap, base plate in provided foundation. (weight 101 kg) as per specification no. OH- PL/STP |
| 36 | Providng earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP |
| 37 | Supplying, erecting & marking DP-MCB 6 A to 32 A, B-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR / MCB |
| 38 | Supplying and erecting GI sheet 1.6 mm (16 SWG) having zinc coating of 350 microns with galvanization process compliance to IS 2629:1985 to be used for fabrication of boxes panel boards etc. including cutting, bending, drilling, welding, riveting etc. and painting with one coat of red lead paint and 2 coats of enamel paint. |
| 39 | Supplying and erecting marine (Waterproof) plywood 18/19 mm thick fixed to wall or on provided panel board with necessary materials such as screws, wall fasteners, supports, nut bolts etc. complete with compliance to IS 720:2010 |
| 40 | Wiring for plug on board with Switch socket surface/concealed type, copper wiring and earthing and with modular accessories as per specification No: WG PW/CW |
| 41 | SSupplying and erecting regular/ standard model ceiling fan of 900 /1050 mm. sweep complete erected in position as per specification no. FG-FN/CF |
| 42 | Supplying, erecting and marking double pole isolator only switch version of miniature circuit breaker of 40A with required wiring connections and lugs etc. in provided distribution board. |
| 43 | ROYALTY CHARGES |
| 44 | Royalty for Sand |
| 45 | Royalty for murum and Other material |
| 46 | QUALITY CONTROL & LAB TESTING |
| 47 | M20 CONCRETE: Mix Design with all tests on basic materials |
| 48 | M20 CONCRETE: Concrete cube compressive strength |
| 49 | M10 CONCRETE: Concrete cube Test |
| 50 | BRICKS : Water Absorption (Set of 5 Bricks), Compressive strength (Set of 5 Bricks), Efflorescence (Set of 5 Bricks) |
| 51 | TMT STEEL : Yield Stress, Ultimate Tensile Stress, Elongation, Weight per running meter. |
| 52 | Sand :- i) Fineness Modulus, II) Silt content |
| 53 | Murum :- ii) Atterberg Limit |
| 54 | iii) Density of compacted layer |
| 55 | iv) Proctor Test |
| 56 | Cement Test i) Comprecive strengh ii) Intital and final setting time iii)Spcific Gravity iv) Spicific Gravity v) soundness vi) Finess |
| 57 | Metal Test i) AIV ii) Gradation iii) water Absorbation |
| 58 | Management Strategies and implementation plan (MSIP) to manage the Environmental Social Health and safety (ESHS) risks and ESHS Code of Conduct Please Enable Macros to View BoQ information |
