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| 1 | Earth work in over areas by mechanical means (Hydraulic excavator) / manual means/controlled blasting to required profile, level, grade, camber, etc in all soils/strata as mentioned below upto all depths as per drawing and as directed, 1.5 m in width as well as 10 sqm in plan area including dressing of excavated sides and ramming of bottoms and disposal / stacking of excavated materials within a lead of 150m and all inferent lifts and filling in layers not exceeding 200mm, watering, consolidation etc. complete all as per specifications, drawing and as directed by Engineer-in-charge |
| 2 | Soft rock/Filled Up Rock/Soils/Crushed rocks |
| 3 | Transportation of Excavated earth material BEYOND INITIAL LEAD OF 100M AND UPTO 1KM to the area of disposal including loading, unloading, laying at all depths and heigths, stacking, spreading, levelling at an area of disposal as directed. For carting on the basis of Truck Measurements. (For Truck measurements, for Rocks and boulders 50% void will be deducted and for Soil/earth 30% voids will be deducted from truck volume) |
| 4 | REINFORCEMENT AND STRUCTURAL STEEL: |
| 5 | Supply, fabrication and erection of Reinforcement bars for Reinforced cement concrete items at and at all depths and heights below and above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more conforming to IS 1786 of Tata, Vizag steel, Sail, JSW, JSPL make, including transport to site, loading and unloading, making fan hooks of required shape, dowels for bonding masonry, transporting steel to site, decoiling, removing of scales, straightening, cutting, bending, fixing bars with chairs, space bars wherever required, in position with two strings of 18 gauge soft drawn annealed MS binding wire inclusive of its supply etc., complete as specified and as per direction of Engineer- in-Charge. |
| 6 | Supply, Fabrication and erection of Structural Steel work using rolled steel joists, angles, channels, plates in built up sections, Trusses (Complete Truss system consisting of Trusses, Purlins, Bracings, Gusset Plates, Base Plates etc.,) and framed work, including cutting, hoisting, fixing of M/s. Tata, Vizag Steel, JSW, SAIL of strength not less than Grade E 250 IS-2062:2011 including providing Bolts and Nuts and other accessories wherever required, arc welding with electrodes conforming to IS 814 of make Advani, D&H, Philips, surface preparation by cleaning with wire brush painting with 2 (Two) coats of synthetic enamel paint over One (1) coat of Zinc Chromate primer of make M/s. Asian Paints, Johnson and Nicklson, Berger, Nerolac, etc., complete as specified and directed.NOTE: The bolts used shall conform to A325 ASTM standards to 8.8 designation High tensile bolts conforming to IS: 3757. All the Bolts, Nuts and Washers shall be Cadmium Coated. |
| 7 | a). With structural steel sections like Channels, Angles, etc., |
| 8 | b).With plain and chequred plates./Insert Plates |
| 9 | Supply, Fabrication and erection of Structural Steel work using Square Hollow Sections/Rectangular Hollow Sections/Steel Tubes conforming to IS 4923/ IS 1161 for Trusses/Fencing/ Sliding Gates/ Gates (Complete Truss system consisting of Trusses, Purlins, Bracings, Gusset Plates, Base Plates etc.,) and framed work, including cutting, hoisting, fixing of M/s. Tata, Vizag Steel, JSW, Appollo, SAIL of strength not less than Grade E 250 IS-2062:2011 including providing Bolts and Nuts and other accessories wherever required, arc welding with electrodes conforming to IS 814 of make Advani, D&H, Philips, surface preparation by cleaning with wire brush painting painting with 2 (Two) coats of synthetic enamel paint over One (1) coat of Zinc Chromate primer of make M/s. Asian Paints, Johnson and Nicklson, Berger, Nerolac, etc., complete as specified and directed.NOTE: The bolts used shall conform to A325 ASTM standards to 8.8 designation High tensile bolts conforming to IS: 3757. All the Bolts, Nuts and Washers shall be Cadmium Coated. |
| 10 | Repairing and servicing of existing MS structural gate by dismantling the gate leaves from existing pivots/hinges, including cutting and removing rusted or damaged MS sections/plates. The work includes providing and welding of new MS sections (as per requirement) using metal arc welding, removing old pivots from RCC/masonry columns, and fixing new heavy-duty MS pivots/hinges (ball-bearing type) in proper line, level, and plumb. The scope involves re-hoisting and re-fixing the gate leaves to ensure smooth operation, including the cost of all labor, welding electrodes, T&P, and necessary cement concrete (1:2:4) for grouting the new pivots. (Anchors and MS Structure will be separately. Payment shall be made on weight of gate repaired in kg) |
| 11 | CONCRETE (PLAIN AND REINFORCED) : |
| 12 | Plain Cement Concrete (P.C.C) 1:3:6 by insitu mixing using Weigh Batching or RMC using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland Pozzolana Cement (PPC) conforming to IS 1489 Part-1 with Minimum Cementitious Content not less than 250 Kg/Cum (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 20mm maximum size at all depths/heights below/above plinth level including consolidation, finishing smooth/broom finish as applicable, curing, etc., but excluding Formwork, complete as specified and directed. Note: 1.The blended cement i.e., PPC shall not have more than 35% of pozzolanas |
| 13 | Reinforced Cement Concrete by insitu mixing using Weigh Batching or approved RMC of Grade M - 25 (Minimum Cementitious Content not less than 350 Kg/Cum) up to specified level using using Ordinary Portland Cement(OPC) conforming to IS 269 or Portland Pozzolana Cement (PPC) conforming to IS 1489 Part-1 (M/s. ACC,Ultra Tech, Raasi, Birla, Coromandal, Andhra Cements Ltd. make) with crushed stone sand and graded stone aggregates of 20mm maximum size including mixing superplasticizer of brand M/s. FOSROC ,SIKA,BASF,CICO in proportion as per Manufacturer's Specifications, Pumping / Lifting of concrete to the required heights, Concrete laid to proper level, profile and slope, placing concrete, consolidation, finishing, curing, etc., but excluding Formwork and reinforcement as specified and directed. |
| 14 | Roofing |
| 15 | Providing and Fixing Trapezoidal profiled Galvalume Sheets for roofings and claddings using sheets in 0.5mm TCT (Total Coated Thickness) and strength not less than 350 N/Sqmm including flashings, corners, ridges, eaves boards, etc., of approved make including fixing the sheets with Stainless Steel self tapping, self drilling and self fastening screws, and EPDM Washers, etc., all complete as directed. a) Roofing & cladding colour coated Galvalume sheets & Rain water pipes, etc. Note: Roofing and liner shall be done with insulative material in between. Insulation will be measured separatly. |
| 16 | FORM WORK : |
| 17 | Providing centering and shuttering using good quality densified film-faced Plywood of at least 12mm thick approved make conforming to IS 4990 including strutting, propping, staging made out of steel frames/H-frames/ Mild Steel (MS) Pipes/Cup and Lock System etc., and removal of the same as required including chamfers, splays, keys, wedges, nails, bracings, brackets and applying One (1) coat of shuttering oil (Cemol/Fosroc make/any other ) on all shuttering surfaces coming in contact with concrete,including PVC cover blocks etc., if required, for insitu Reinforced Concrete and in Plain Cement Concrete works etc., complete as specified and directed. NOTE: The Formwork shall be designed and got approved from the Design Section before erection |
| 18 | For all structures below plinth |
| 19 | For all structures Above plinth |
| 20 | Supplying and fixing following size GRADE B uPVC UV-Stabilised soil / waste/rain water pipes (conforming to IS 13592) and fittings (conforming to IS 14735), cutting the pipe in half across dia, laid on floor inside sill beam before casting. |
| 21 | 160 mm n.b. pipes |
| 22 | Supplying, fabricating and fixing G.I. chain link fencing Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade, 50x50mm diamond mesh chain link fence fabric conforming to IS:2721 fixed to steel/RCC posts/struts above ground level, including supply of chainlink fencing fabric in 1.9 metre wide rolls, stretcher bars, staples, etc. required for fixing the fencing, fixing of chain link fencing between straining posts, fixing of bottom of fencing to a concrete sill beams by means of hairpin staples, including supply and fixing line wires dia. 4mm, PVC coated to achieve outer dia not less than 5mm (05 Nos), complete as per drawings, specifications and directions of Engineer -in- Charge (All materials shall be supplied by Contractor). |
| 23 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 24 | Supplying, fixing and tensioning in position 2.5mm(12gauge), 2 ply, 4 points, GI Barbed wire designation A-1 conforming to IS:278 in horizontal rows and cross diagonals for compound wall \\"Y\\" shaped overhang etc. with necessary GI staples, clips and pins, GI straining bolts and binding wire with all labour and materials etc. complete as per drawings, specifications and directions of Engineer-in-Charge.(The barbed wire shall be measured in linear length of the barbed wire actually fixed) |
| 25 | DISMANTLING WORKS |
| 26 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 27 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 28 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : in cement mortar |
| 29 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce fix GI Threaded Anchors including fixing the anchors in position using epoxy resin anchor grout of approved make including the cost of Anchors, all complete as per direction of Engineer-In-Charge. |
| 30 | M16 HASU Hilti 5.8 grade Anchors with Hilti HIT RE 500 Epoxy resin or similar |
| 31 | Repairing and servicing of existing Aluminium Windows (Fixed/Openable/Sliding) and Aluminium Doors, including removal of shutters where necessary, cleaning of tracks, and lubrication of all moving parts. The work includes supply and replacement of minor worn-out accessories such as nylon/steel rollers, friction stays, anodised hinges, handles, cleats, and rubber gaskets (EPDM). Scope includes tightening of loose joints, re-fixing with necessary dash fasteners or SS screws, and ensuring smooth operation and proper locking alignment. All tools, plants, and labor required for height-work (if applicable) are included, complete as per the direction of the Engineer-in-Charge. |
| 32 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) |
| 33 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 34 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): |
| 35 | With toughened glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 36 | Providing and fixing hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 37 | Patch repair work Random rubble masonry wall (wall thickness 300mm to 500mm) with hard stone (Stones from inside NFC) in superstructure above plinth level in 1:3 Cement mortar, including 15mm plaster finishing the repaired surface with 1:3 Cement mortar plaster. Payment shall be made in Nos of patches repaired in sizes as below, |
| 38 | Patch repair up to 0.5 Sqm |
| 39 | Patch repair greater than 0.5 Sqm to 1.5 Sqm Please Enable Macros to View BoQ information |
