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| 1 | Parking bays & chain link fencing of RCC |
| 2 | 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: |
| 3 | Cement mortar 1:4 (1 cement :4 coarse sand). |
| 4 | Carriage of lime, moorum, building rubbish and debris including refractory / insulation debris etc. by mechanical transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 20 percent for voids): |
| 5 | Lead beyond 1 km but upto 2 km. |
| 6 | 12 mm cement plaster of mix : |
| 7 | 1:4 (1 cement: 4 fine sand). |
| 8 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 9 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour: |
| 10 | Two coats. |
| 11 | Providing and applying 2.5mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : |
| 13 | 1:1.5:3 (1 Cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 14 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 15 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 16 | Supplying and stacking at site: |
| 17 | Good earth. |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level: |
| 19 | Thermo-Mechanically Treated bars. |
| 20 | Providing&layingSelectionNo. 1grass turf |
| 21 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 22 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift. All kinds of soil. |
| 23 | 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 for all lift. |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : |
| 25 | 1:3:6 (1 Cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 26 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 27 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 29 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 30 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 31 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 32 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level: |
| 33 | Thermo-Mechanically Treated bars. |
| 34 | Brick work 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 in all shapes and sizes in : |
| 35 | Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 36 | 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. |
| 37 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 38 | 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: |
| 39 | In cement mortar. |
| 40 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge: |
| 41 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). |
| 42 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 43 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately)- Payment to be made per metre cost of total length of barbed wire used - With G.I. barbed wire. |
| 44 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge: |
| 45 | Made of G.I. wire of dia. 4mm, PVC coated to achieve outer dia. not less than 5mm in required colour and shade. |
| 46 | Surface cleaning to Sa 2-1/2 Swedish Specification by Grit/shot blasting (extra over St-2 / St-3 cleaning) by using abrasive materials of size range 16 to 30 (~0.6 to 1.2 mm) mesh like copper grit / shot etc as per relevant standard and direction of Engineer-in-Charge on steel surfaces like storage tanks, columns, vessels, exchangers, chimneys, steel structures and other flat surfaces including pipelines of 350 NB and above diameters in position at all heights including all materials, equipments, tools and plants, consumables, labour etc complete in all respect as directed by Engineer-in-charge but excluding cost of scaffolding. Compressed Air shall be in the scope of contractor (Contractor will have to make his own arrangement for compressor etc. for arranging required air for blasting). |
| 47 | Applying priming coat with ready mixed primer of approved brand and manufacturer at all heights over steel surfaces like structures, columns, pipes, vessels, tanks etc. as per manufacturers specifications and directions of the Engineering-in- Charge; all complete including cleaning the surface using emery papers/ Power tool cleaning such as ST-2 or ST-3 as per requirement, including all material, consumables, tools, tackles, labour etc but excluding Scaffolding. Note- No. of coats mentioned in the SOR items are only indicative and contractor has to achieve rquired DFT by applying more coats (if required) within the relevant SOR item rates. |
| 48 | Inorganic Zinc Silicate primer to achive a minimum DFT of 65-75 microns (one or more coat of 65-75 micron each). |
| 49 | HB Zinc phosphate coating primer to achive a minimum DFT of 30-35 microns (1 or more coat of 30-35 micron ) |
| 50 | Supplying and applying various epoxy and other protective intermediate / finish paints of approved brand and manufacturer at all heights over prepared/primed surface for steel structures, pipelines, tanks, vessels, equipments, concrete floors etc. as per manufacturers specification and directions of Engineer-in-charge all complete including all materials, labours, tools-tackles and consumables etc but excluding Scaffolding. Note- No. of coats mentioned in the SOR items are only indicative and contractor has to achieve required DFT by applying more coats (if required) within the relevant SOR item rates. |
| 51 | HB Epoxy MIO to achive a minimum DFT of 100-150 microns (one or more coat of 100-150 Micron). |
| 52 | Two pack Acrylic Poly-urethane (PU) to achive a minimum DFT of 40-50 microns (one or more coat of 40-50 micron). |
| 53 | Carriage of lime, moorum, building rubbish and debris including refractory / insulation debris etc. by mechanical transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 20 percent for voids): |
| 54 | Lead beyond 2 km but upto 3 km. |
| 55 | Lead beyond 3 km but upto 4 km. |
| 56 | Lead beyond 4 km but upto 5 km. |
| 57 | Carriage of earth by mechanical transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 20 percent for voids): |
| 58 | Lead beyond 2 km but upto 3 km. |
| 59 | Lead beyond 3 km but upto 4 km. |
| 60 | Lead beyond 4 km but upto 5 km. |
| 61 | CHEMICAL ANCHOR BOLTS: Providing and anchoring in position Chemical Anchor Bolts of (HSA-E OF M/S HILTI/ RGM OR M/S FISHER/ approved equivalent of other Manufacturers) of grade 5.8 and specified dia and standard lengths including necessary drilling upto required depth, anchoring and grouting with necessary equipments, tools, tackles etc. complete as per specifications of Manufacturer and direction of Engineer- in-Charge. The chemical to be used shall be epoxy based viz FIS EM OF M/S FISHER OR RE 500 OF M/S HILTI or approved equivalent. Bolt shall be fixed through authorized applicator only. NOTE: Anchor Bolt length of +/- 10mm variation is allowable w.r.t. specification of manufacturer's catalouge. (Rates are inclusive of all material, labour, tools and tackles). |
| 62 | Bolt Size: 12x160mm |
| 63 | Dismantling RCC with contractors own diamond saw cutter machine including cutting reinforcement bars, embedded structural steel members etc in all areas including hazardous and fire prone ar (due to presence of petroleum vapours etc). The work item includes cost of all necessary accessories, tools, tackles, consumables, providing necessary scaffolding, propping and under pinning etc. for all elevations with all labour and materials etc complete as per drawings, specifications and direction of the Engineer-In-Charge. The item also includes disposal of the cut items for all lifts as directed within the owners area. Contractor has to submit dismantling plan prior to start of job. Dismantling shall be planned in such a way that each cut piece shall weigh not less than 1.6 Tonne. The Unit of measurement \\"SQM\\" refers to cross section of the cutting and payment will be made per SQM of Cross- sectional cut area. Elaborate precautions are to be taken for dismantling as per fire permit, clearance etc. and work is to be done extremely cautiously. Arrangement for taking power supply from existing owner's sources has to be made by the contractor which will be allowed subject to availability of electricity, else, the contractor has to make his own arrangement. |
| 64 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 65 | Excavating, supplying, stacking 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 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. Please Enable Macros to View BoQ information |
