Z.O.1.C.No.B2/3989/2025

Dismantling plain cement concrete work and clearing the debris etc. complete.

Carting away the surplus earth and debris to a lead of 10km.and dumping in the Corporation Land as directed during the execution.

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (This Rate Is Applicable Only If Work Is Done During Night)

Providing And Laying In Position, Standarded Concrete Mix M-20 Grade In Accordance With Is:456-2954 Using 20mm Ond Down Graded Hard Broken Granito Stone Jelly For All Rcc Items of Works With Minimum Cement Content of 325 Kg/M3 And Maximum Water Cement Ratio of 0.55, Including Admixture (Plasticiser / Super Plasticiser) In Recommended Proportions As Per Is:9103 to accelerate, Retard Setting of Concrete, Improve Workabilly Without Impairing Strength And Durability With About (5 Cu.In.) 7730 Kg. of 20mm Machine Crushedstone Jelly And With About (3.3 Cum.) 5150 Kg. of 10-12mm Machine Crushed Stone Jelly And With About (4.79 Cu.m.) 7670 Kg. of Crushed Stone Sand (M Sand), But Excluding Cost of Reinforcement Grill And Fabricating Charges, Centering And Shuttering And Also Including Laying, Vibrating With Mechanical Vibrators, Finishing, Curing and including pumping charges Etc. And Providing Fixtures Like Fan Clamps In The Rcc Floor/ Roof Slabs Wherever Necessary Without Claiming Extra, Etc., Complete Complying With Standard Specification And As Directed By The Departmental, Officers. The Coarse And Fine Aggregates To Be Used Should Comply With The Requirements of Is Standards. (No Separate Payment Will Bemade By The Department For The Excess Usage of Materials)

Raising Or Lowering 45 cm.(or) 60 cm. Dia Cast Iron Man Hole Frames And Door Including Brick Work Second Class Table Boulded (Chamber Burnt) Brick of Size 9 X 4.3/8"X2.3/4" In cm. 1:3 With C.C 1:2:4 Using 20mm Irc Size B.G. Metal And Rendering Smooth The Top Surface With Cement Etc.Complete

Supplying And Fixing Rubber Moulded Interlocking Blocks Against Available Edge Restraints 60 mm Thick of Approved Design And Pattern of Strength 30 N/Sq.m. 10 mm Iss Metal With Minimum Cement Content As Applicable To M 30 Grade Concrete As Per Is-456- 2000 Manufactures By Mechanical Or Hydraulic Machine Using Vibro- Compaction Process And Laid Over 50 mm Thick Laying Course (Bedding) Crushed Stone Sand (M Sand) Well Compacted By Plate Compactor With A Joint Width of 2 mm To 5 mm Including Filling of All Joints With Crushed Stone Sand (M Sand) And Compacting The Paved Surface With Plate Compactor Two Or Three Times Until All The Unit-To-Unit Joints Are Completely Filled With Crushed Stone Sand (M Sand) And Trimming The Edges Neatly Including All Labour Charges And Plate Compactor Charges Etc. Complete(Cost Inclusive of Crushed Stone Sand (M Sand)).

Construction of cast -in- situ Silt Catch Pit With Rain Water Harvesting Structure of inner size 600 X 600 x 600 mm including necessary earth work excavation including providing foundation in PCC 1:5:10 under walls 150mm thick and cutting the existing storm water drain of size 300 x 150mm for fixing 2 Nos of 160mm dia PVC pipe on the storm water drain mouth, with RCC cast in situ wall of size 120mm in RCC 1:1.5:3 with steel of 10.60 kg including fixing FRP Grating Cover with frame of size 700 x 700mm (clear opening 600 x 600mm) - 10 MT - completing the finishing work etc., cost per each number. Using Hand Bore Set drilling of bore hole of 300mm dia upto 4.35m depth including shifting of the hand bore from one place to another place within 5 km and filling in with 40mm HBG metal with 200mmdia pvc pipe 6kg/cm2 (SWD 20)

Supplying And Fixing of Digitally Printed Retroreflective Single Arrow Sign Board Made of Type Xi Grade Cube Corner Micro Prismatic Grade Sheeting Confirming To Irc 67-2012 As Per Astmd-4956-09 Specifications, Digitally Printed Using Latex Printer For Traffic Colour Logos/Text And Laminated With Clear Electro- Cut Film And Applied To Proper Prepared Sign Substrate Made of 4mm Thick Aluminum Composite Material (Acm) And Back Support Frame Angle of 25mm X 25mmx3mm Supported By 32Nb, 2.7mm Thick Stainless Steel Pipe All Round In 304 Grade And 2 Nos. of Vertical Posts of 65Nb, 3.04mm Thick Stainless Steel Pipe of 304 Grade Firmly Fixed To The Found By Means of Properly Designed Foundation of Size 300 mm X 300 mm X 450 mm With M15 Grade Cement Concrete And The Item Shall Include Earthwork Excavation, Cost of Materials, Loading, Unloading, Lead, Lift, Transportation Etc, Complete As Per Approved Template. The Sign Board Base Made of Type Xi Micro Prismatic Grade Reflector Sheeting of White Color Should Pass Minimum Co-Efficient of Retro-Reflection Values As Per The Table 6.9 of Irc 67-2012. The Retro Reflective Sheeting Shall Be Covered Under 10 Years Warranty Issued For Field Performance And Certified Copy of Three Years Outdoor Exposure Report Shall Be Obtained By The Engineer-In- Charge. The Warranty Shall Be Inclusive of Digitally Printed Logos/Text/Legends And Their

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