Directorate Of Municipal Administration Tender

code Vol-II Page No.15 Item No.6.32 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (UNI SR 2023-24 Vol-II / Page No.15 / Item No.6.32)

code Vol-I Page No.59 Item No.2.1.4 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (UNI SR 2023-24 Vol-I / Page No.59 / Item No.2.1.4)

code Vol-II Page No.41 Item No.8.2.2 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(UNI SR 2023-24 Vol-II / Page No.41 / Item No.8.2.2)

code Vol-2 Page No.82 Item No.11.16.2 - Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (UNI SR 2023-24 Vol-2 / Page No.82 / Item No.11.16.2)

code Vol-2 Page No.46 Item No.8.30 - Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (UNI SR 2023-24 Vol-2 / Page No.46 / Item No.8.30)

code Vol-2 Page No.48 Item No.8.40 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (UNI SR 2023-24 Vol-2 / Page No.48 / Item No.8.40)

code Vol-I Page No.16 Item No.2.4.2 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (UNI SR 2023-24 Vol-I / Page No.16 / Item No.2.4.2)

code Vol-1 Page no.115 Appendix I, sl.no.1b - As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below Percentage on finished rate of concrete per m3 (The cost of steel reinforcement & formwork to be paid separately) (UNI SR 2023-24 Vol-1/ Page no.115/Appendix I, sl.no.1b) 3% of total concrete cost

code Vol-1 Page No.115, sl.no.8 - As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below Percentage on finished rate of concrete per m3 (The cost of steel reinforcement & formwork to be paid separately) (UNI SR 2023-24 Vol-1/ Page No.115/Appendix I, 3rd Corrigenda, sl.no.8) 70% of total concrete cost

code Vol-3 Page No.71 Sl No.9.3 - Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (UNI SR 2023-24 Vol-III / Page No.71 / Sl No.9.3)

code Vol-3 Page No. 17 I.no.3.1 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (UNI SR 2023-24 / Vol-3 / Page No. 17 / I.no.3.1)

code vol-3 Page No.7 Item No.1.8 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (UNI SR 2023-24 /Page No.7/Item No.1.8)

code Vol-3 Page No.26 Item No.4.17 - Providing, laying, spreading and compacting graded stone ggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (UNI SR 2023-24 Vol-III /Page No.26/Item No.4.17)

code Vo-3Page No.51 Item No.6.8.1 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) (UNI SR 2023-24 Vol III / Page No.51 / Item No.6.8.1)

code AR 01-09-2023 - Providing and laying Surface Mount Reinforcement Bench Conforming to RDSO spect, without Arm rest and Back support with material specification of RCC M-30 Grade con le mix in accordance with 15: 10269/Latest in gray cement by using vibro-compaction technique and with reinforcement as detailed in Govng, speen. TMT reinforcement bars conforming to IS: 1786/1 of dia 10 mm used as main reinforcement bar and 4 mm dia mild steel bars used as stirrups as per drawing, Stirrups of 10 nos.-4 mm dia bar @ 150 mm C/C and Main Reinforcement 4 nos.-10 mm din bar. Each seating plank (bottom) of bench bolted with leg by help of 12 mm dia. X 65 mm length galvanized steel countersunk bolts with EVA washer - Backrest planks fitted with half threaded carriage bolts and nuts of size 165 mm X 8 mm dia with EVA & steel washer. Plank Dimension-1500mm x 440mm, Seat height from the ground 450mm, Distance between both legs. 340mm Architect drawing and direction. The work includes all other incidental works required to complete the work in all respects for smooth functioning of the equipment at all times in all respects for its intended use. The works required in fixing the eqiupment on site as per the site condition. The cost includes, cost of transportation, cost of labour, HOM of machinery etc., required to complete the work. As per the direction of Engineer-in-charge A/R 01-09-2023