installation of additional ...

Amount

[11.64.1]Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1. New work (two or more coats) over and including water thinnable priming coat with cement primer Through Rate

[11.73.1]Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer`s specifications including appropriate priming coat, preparation of surface, etc. complete. 1. On steel work Through Rate

[11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. Through Rate

[13.27]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. Through Rate

[13.28]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. Through Rate

[27.44.2]Drainage Spouts complete as per drawing no. SD/205 and MoRTandH MoRTandH specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) 2. For fixing in position Through Rate

[27.51.1]Filler joint 1. Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & MoRTH Specification (5th Revision, 2013) clause 2604. Through Rate

[27.51.2]Filler joint 2. Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & MoRT&H Specification. Through Rate

[27.51.3]Filler joint 3. Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications. Through Rate

[27.51.4]Filler joint 4. Providing and filling joint sealing compound as per drawings and MoRT&H specifications with coarse sand 6 per cent bitumen by weight - 10 mm depth Through Rate

[28.9]`Supplying and installing positive side waterproofing treatment for `Raft Slab` using 4-5mm thick blended polyethylene / polypropylene membrane incorporating a cell mesh, enabling the membrane to mechanically bond with the poured concrete. The membrane shall be supplied with one self-adhesive selvedge to provide sealed laps and comply with British Standard 8102 2009. Membrane shall have 125 years of certificate of durability and Water tightness test. The membrane should have the following typical properties : 1. Resistance to static loading (EN 12730 method B): 15 Kg 2. Tensile Strength (EN 12311-2): L: )18MPa, T: )10MPa 3. Elongation at break (EN 12311-2): L: )800%, T: )600% 4. Elongation at peak load (EN 12311-2): L: )800%, T: )600% 5. Crack Bridging (ASTM C1305): up to 5mm (100 cycles) 6. Durability of water tightness against durability (EN 1296/ EN 1928): Pass 7. Resistance to impact (EN 12691 Method A): 1500mm 8. Puncture Resistance (ASTM E154-08): 672N 9. Resistance to tear (nail shank): EN 12310-1): 720N (Longitudinal) 10. Reaction to fire (EN ISO 11925-2): Pass 11. Joint Strength (EN 12317-2): =220N (Lap) and =150N (Butt) 12. Resistance to Alkali(EN 1847/EN 1928)-Pass Membrane shall be installed over the entire PCC area with standard 80 mm selvedge laps and end laps overlaid as per manufacturer`s instructions. The rates are inclusive of supply and installation of membrane as per manufacturer methodology. The rates are inclusive of surface preparation, injection grouting at honeycombed areas all complete as per manufacturer methodology. ` Through Rate

[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil Through Rate

[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. Through Rate

[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) Through Rate

[6.22.2.2]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.2. All works up to Plinth Level : M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) Through Rate

[6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level Through Rate

[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns Through Rate

[6.29.3]Centering and shuttering including strutting, propping etc. and removal of form work for : 3. Columns, piers, abutments, pillars, posts and struts Through Rate

[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform Through Rate

[6.33.6]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 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. Through Rate

brick masonry work 1:3 (NS item)

Supplying Erection, Fixing, Testing and Commissioning of Semi-Automatic remote control hoisting crane for lifting of 5-ton capacity trash bucket. Consisting of winch for winding hoisting rope, reduction gear box, gear pinion, Thruster brake along with horizontal motor of capacity of 10 HP, 960 RPM 3 Phase. Variable frequency drive control panel of suitable electric energy components along with limit switch, copper wire 6mm Sq. 4-core of as per site required length. Lifting beam with 4 No. pulleys, Hoisting rope (16mm dia.), frame for above all material mounted on common base frame etc. as per site requirement and directions of Engineer-in-charge complete in all respect.