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| 1 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge.- From 0.00 to 1.50 m depth from Average Ground Level |
| 2 | Lead charges for lead Exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc.- Debris Beyond 2 Km but up to and including 3 km.Notes : 1. The rates are applicable for NET Quantities arrived after making deduction for voids @ 30% from corresponding TRUCK Measurement. 2. Finding authorised ground for disposing debries, transporting of debries at disposal ground, disposing, stacking, leveling & statutory charges if any will be responsibility of the Contractor and no extra charges shall be paid for the same. The debris from identified area shall be cleared every week after accumulation of minimum one Truck Load. |
| 3 | Lead charges for lead exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc.- For SoilNotes : 1. The rates are applicable for NET Quantities arrived after making deduction for voids @ 30% from corresponding TRUCK Measurement. 2. Finding authorised ground for disposing debries, transporting of debries at disposal ground, disposing, stacking, leveling & statutory charges if any will be responsibility of the Contractor and no extra charges shall be paid for the same. The debris from identified area shall be cleared every week after accumulation of minimum one Truck Load. |
| 4 | Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete at all levels |
| 5 | Providing , centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels. For Super Structure |
| 6 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications in super structure up to 20.00 metre height.Note: i) For all the items, of item no. - in view of limit on water-cement ratio for durability requirements, concrete admixtures (Naphthalene / Melamine based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for these items shall be inclusive of the cost of admixtures, trial mixes, testing (at site & at approved labs), etc. complete.ii) All projections, fins etc. in the concrete surface formed at the joints in the formwork should be ground & flush and finished at no extra cost.iii) Minimum Cement Content to be as per the latest revision of the relevant IS Codes. |
| 7 | Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated with 1.6 mm dia soft drawn annealed G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. etc. complete including cost of binding wire, complete as per specifications and drawings. - Steel supplied by the contractor. - Using TMT bars of specified grades all dia bars. TMT bars to be supplied by the contractor manufactured by approved brands of BARC only Confirming to IS:1786 |
| 8 | Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge |
| 9 | Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-charge. (only area of the chicken mesh used alone will be measured) |
| 10 | Providing 20 mm thick plastering using Ready mix external plastering compound of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge |
| 11 | Extra Over for Item No 8 & 10 above for Providing 10 mm thick plastering using Ready mix Plastering compound of approved equivalent for Internal/ External faces of brickwork / concrete surfaces Over specified thickness including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site. Plastering to be executed over existing plaster removed surface which includes rough plastering on undulated surfaces. |
| 12 | Designing, providing and fixing of 4 mm thick approved make and shade Aluminium Composite Metal Panel of approved make cladding at different locations including soffits of over-hangs but excluding aluminium frame work with grids filled in with weather silicon sealant as per the drawings. The ACM panel composition shall be of 0.5 mm thick PVDF coated aluminium sheet + 3 mm thick low density polyethelene virgin resin core + 0.5 mm thick polyester (PVDF) coated Aluminium sheet all complete as per approved shop drawings and specification (Aluminium frame work will be paid under reelevant item) |
| 13 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50 mm thick compacted bed of crushed sand, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge |
| 14 | Providing and constructing brick work in cement mortar using Standard bricks of approved quality / class, make / brand in super structure above plinth up to Floor-II level in all shapes and sizes including curing, raking out joints complete as per specifications and as directed by the Engineer-in-chargeBrick work in Super structure with standard bricks in C.M 1:6 Using crushed Sand |
| 15 | Providing SFMC Micro concrete for strengthening of structural members including mixing, pouring, curing as per manufacturer specifications and as directed by the Engineer-in-chargeUsing SFMC with 50% Quartz aggregate by weight (Only SFMC consumed alone will be measured for payment) |
| 16 | Providing and painting old walls TWO coats on existing cement paint surface applied with fine textured exterior paint of approved make, required shade, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. (In plain plastered / sand face plastered / concrete surfaces) |
| 17 | Roughening thoroughly entire surface area of the water tank walls etc. and removal of damaged / spalled Epoxy carefully up to the bare surface using sanders / electrically operated angle grinders / wire brushes etc complete and drying the surface by hot air blower near damp areas if required complete all as per specifications, drawings and as directed by the Engineer in charge. |
| 18 | Applying one coat of bonding coat to concrete surfaces / protective coats to reinforcement bars with Adhesive & Hardner as per manufacturer specifications by brush application and sprinkling of Quartz Sand when the coat is tacky etc. in the ratio 100 (Adhesive) : 60 (Hardner) pbw. Adhesive shall be a low-viscosity, crystallization-resistant epoxy resin based on bisphenol-A and modified with a reactive diluent.The Hardner shall be a low viscosity curing agent developed specifically for use in highly humid or wet application areas. [Refer Detailed Technical Sepecification no. TS-01] |
| 19 | Applying one coat of primer coat between two epoxy mortar layers with Adhesive & Hardener in the ratio as per manufacturer specification by brush application. Adhesive shall be a low-viscosity, crystallization-resistant epoxy resin based on bisphenol-A and modified with a reactive diluent. The Hardner shall be a Polyamidoimidazoline (PAI). The ratio of adhesive: Hardner = 100:50 pbw. Measurement shall be made for each application required. [Refer Detailed Technical Sepecification no. TS-02] |
| 20 | Preparing Epoxy repair mortar with Adhesive, Hardener, Quartz Sand no. 10. in the ratio as per manufacturer's specifications, applying the epoxy mortar on ceiling in average 3 mm thickness. Surface Preparation & bond coat will be paid under relevant items. The Adhesive shall be a medium-viscosity, unmodified epoxy resin based on bisphenol-A and Hardener shall be Polyamidoimidazoline (PAI). The ratio of Adhesive: Hardener:Quartz Sand no.10 =100:50:800/900 pbw. [Refer Detailed Technical Sepecification no. TS-03] |
| 21 | Providing and applying one coat of Epoxy putty with Adhesive, Hardener & Silica powder in the ratio as per manufacturer specification including one layer Glass cloth of 100 to 110 GSM Epoxy compatible, Glass cloth fully impregnated with Epoxy putty and Hardener as per manufacturers specifications. The adhesive shall be a low-viscosity, crystallization-resistant epoxy resin based on bisphenol-A and modified with a reactive diluent and Hardener shall be a Polyamidoimidazoline (PAI).The ratio of Adhesive: Hardener:Silica Powder = 100:50:200-300. [Refer Detailed Technical Sepecification no. TS-04] |
| 22 | Applying 2 coats of sealer coats using Adhesive, Hardener, Silica Flour, Flow Control Agent in the ratio as per manufacturer specifications by brush application to have even surface etc. Sealer Coat shall have the composition of : Adhesive shall be of low-viscosity, crystallization-resistant epoxy resin based on bisphenol-A and the Hardener shall be cycloaliphatic polyamine hardener. The ratio of Adhesive: Hardener:Silica Flour: Flow Control Agent = 100:40:20:5 pbw [Refer Detailed Technical Sepecification no. TS-05] |
| 23 | Providing and applying cold liquid Polyurethane waterproofing system on Horizontal surfaces including coving (if any) having following layers:(a) Primer / base coat: Providing and applying (Pre-Measured Packed) silver grey coloured 2 (two) component solvent free, odourless, Epoxy-basedPrimer with excellent adhesive property on the clean and grinded surface/substrate. The substrate can be slightly moist (in concrete, the moisture must beless than 20 %), sound and free from any material that would hinder good adhesion. Mix component 'A' into component 'B' in ratio of 1: 0.16 by weightthoroughly with a clean stirring stick. The mixture should be of uniform colour & free from streaks and be applied evenly with roller. The primer shouldbe completely dry for further application of liquid applied polyurethane based membrane/ coating. The consumption, depending on the nature andcondition of the substrate for priming, should be within the range of 250 – 400 gm/sq.m. The rate shall including cost of all material, labour, tools &plants, consumables etc. complete all as directed by EIC. (b) Top coat: Providing and applying cold liquid applied waterproofing based on highly flexible solvent free single component Polyurethane system and special needle punched non woven, system compatible polyester fleece of minimum 120 GSM as reinforcement. The cold liquid applied reinforced system shall have high crack bridging property and shall be UV stable, solvent-free, Cool Roof system.Application procedure: (i) Stir the material well before use. (ii) 2/3rd of the waterproofing mix material to be applied on the primed substrate and thespecial polyester fleece of min. 120 gsm to be rolled with roller including removal of air bubbles with an overlap of min. 5 cm. (iii) The remaining 1/3rdof the waterproofing material to be poured onto the surface until complete saturation is achieved. The layers should be applied on wet surface of earliercoat and there should not be any time lag during the laying of the system. (iv) After curing, one coat of material approx. 300g/sq.m. to be applied after 24hours. (v) The total system of waterproofing for material and components shall be procured from single manufacturer. (vi) The total thickness achievedfrom the application should be from 1.4 to 1.7 mm. (vii) The total consumption of mix waterproofing depending on the nature, porosity and condition ofthe substrate should be in the range of 2.3 to 2.7 kg/sq.m. The rate shall including cost of all material, labour, tools & plants, consumables etc. completeall as directed by EIC. Specifications/Technical Parameters: The tensile strength of the membrane shall be min. 8.60 N/sq.mm and Elongation at break with fleece shall bemin. 83.0 % (with fleece). The Tear Resistance of the membrane shall be min. 41.0 N/mm, Solar Reflection Index (SRI) Value of membrane shall be min. 100, Degree of solar reflectance of the membrane shall be min. 85% and adhesive strength shall be min. 2.40 N/sq.mm. etc. |
| 24 | Providing Structural steel work using angles, channels, joists and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge.Up to and including 300 mm Joists, 350 mm channels, and below sections Using materials of approved equivalent quality/ product meeting technical parameters, confirming to IS 2062. All test reports to be provided along with the supply of the materials. Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. 2) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. 3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. |
| 25 | Providing, applying one coat of primer with ready mixed red oxide primer of approved brand and manufacturer on steel works including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 26 | Providing and Painting two coats of synthetic enamel paint on Steel Surfaces of approved brand and manufacture to give an even shade without primer coat including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 27 | Providing and erecting Tubular scaffolding inside the hall using H frames and MS Pipes, working platform, Access Ladders for safe working up to ceiling height. Rate to include all consumables, equipment, labour, erection and dismantling and removal of the same after the work of repair is completed. Scaffolding for Maximum Height 20.00 m Please Enable Macros to View BoQ information |
| 28 | Providing and erecting Tubular scaffolding inside the hall using H frames and MS Pipes, working platform, Access Ladders for safe working up to ceiling height. Rate to include all consumables, equipment, labour, erection and dismantling and removal of the same after the work of repair is completed. Scaffolding for Maximum Height 20.00 m Please Enable Macros to View BoQ information |
