Directorate Of Municipal Administration Tender

code04 - Manual Means: Earth work excavation by manual means for drains canals waste weir draft approach channels key trenches foundation of bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools & other appurtenaces required to complete the work.(Page no: 5 item no:1.4)Basic rate as per PWD Common DSR 2023-24 for all items

code05 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded 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 40 mm nominal size graded crushed coarse (Page no: 15 item no:2.1.3) aggregates

code06 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking laping/welding joints tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification( 2.11h)

code07 - Providing and laying in position Reinforced cement concrete for all Sub structures of building rrigation 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 necesary 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page no:17 item no:2.2.1)

code08 - Form work For Plinth Beam and Column including area wt. Footing (8Percent)

code09 - Form work For Plinth Beam and Column including area wt. Plinth Beam (50Percent)

code10 - Form work For Plinth Beam and Column including area wt. Column (70Percent)

code11 - Filling available excavated earth (excluding rock) in trenches plinth sides of foundations and other similar works etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(Page No.7 Item No. 1.9)

code12 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) :(Page No.09 Item No. 5.1)

code13 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) :(Page No.09, Item No. 5.4)

code14 - Providing Raised and cut pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining including cost of materials labour curing as per specifications and as per directions of Engineer-in-charge.(Page No.44 Item No. 8.19.2)

code15 - Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. (PWD VOL.II, SR/2021-22 P.No. 85, I.No. 11.34A)

code16 - Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels including:(a) Structural analysis and design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure) including functional design of the aluminum sections for fixing glazing panels of various thicknesses aluminium cleats sleeves and splice plates etc. gaskets screws toggles nuts bolts clamps etc structural and weather silicone sealants flashings fire stop (barrier)-cum smoke seals microwave cured EPDM gaskets for water tightness pressure equalisation and drainage and protection against fire hazard including:(b) abricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of bilding structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316 of the required capacity and in required numbers.(c)Providing and filling two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape setting blocks and backer rod all of approved grade, brand and manufacture as per the approved sealant design within and all around the perimeter for holding glass.(d)Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes shapes and profiles as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight by incorporating principles of pressure equalization providing suitable gutter profiles at bottom (if required) making necessary holes of required sizes and of required numbers etc. complete This item includes cost of all inputs of designing labour for fabricating and installation of aluminium grid installation of glazed units T and P scaffolding and other incidental charges including wastages etc enabling temporary structures and services cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site cost of all samples of the individual components for testing in an approved aboratory field tests on the assembled working structural glazing as specified cleaning and protection till the handing over of the building for occupation. In the end the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required as per the Architectural drawings, as per item description as specified as per the approved shop drawings and as directed by the Engineer- in-Charge.

code17 - Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat preparation of surface etc. complete. On concrete work including preparing the surface after thorougly cleaning oil grease dirt and foreign matter cost of materials labour complete as per specifications and as per directions of Engineer-in-charge.

code18 - Mechanical Means: Earth work in surface excavation by mechanical means for lowering and leveling the ground for all works other than foundation in all kinds of soils and upto depth not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery and other appurtenances required to complete the work. (Page no: 8 item no:1.12)

code19 - Unloading with care C.C. Blocks km Stone 200 m Stone Boundary Pillar Kerb Channel Bond Stone etc. by manual means including a lead upto 30 m(Page no:143 item no:16.4 ii) Vol-3

code20 - Construction of Subgrade and Earthen Shoulders: Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Page no:15 item no.3.6)

code21 - Wet Mix Macadam (Plant mix method) Providing laying spreading and compacting graded stone aggregate 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.(Page no:24 item no.4.27.A)

code22 - Kerb Stones Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge.600 x 300 x 150 mm Kerb Stone (The cost of PCC shall be paid extra).(Page no:146 item no.6.3)

code23 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded 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 and 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 40 mm nominal size graded crushed coarse (Page no: 15 item no:2.13) aggregates

code24 - Footpaths and Separators:Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15 over laid with pre- ast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel. i) For Granular sub base material ii) For cement concrete grade M15 iii) For cement plaster 1:3 iv) Pre-cast cement concrete tiles v) RCC pipes

code25 - roviding and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. VOLUME - 2 Item No 11.60 P.No 96

code26 - Structural steel such as tees angles channels and R.S. joists public works department SCHEDULE OF RATES for BUILDINGS 2021 - 2022 VOLUME - 2 Item No 940 Pg No A-40

code27 - Providing and fixing of children slides IPS-019(SIZE-23.1FEETX15.3FEETX13.1FEET) (earthwork excavation and concrete work including all necessary work on site) including all taxes and Transportation charges 1.50m platfrom Ht. with safe stair case

code28 - Providing and fixing of children swings(U bend Swing with fiber Seat (2.91m x0.97m x 2.9m) earthwork excavation and concrete work including all necessary work on site) including all taxes & Transportation charges

code29 - Air walker Double(L=2m W=0.35m H=1.40m) Safe Play area 3.0MX2.50) earthwork excavation and concrete work including all necessary work on site)

code30 - Leg Press(L=1.70m W=0.38m H=1.55m) Safe Play area 2.30MX1.40) earthwork excavation and concrete work including all necessary work on site)

code31 - Shoulde Press(L=1.65m W=0.70m H=1.85m) Safe Play area 1.20MX3.00), earthwork excavation & concrete work including all necessary work on site)

code32 - KPE-BYCYCLE-DOUBLE earthwork excavation & concrete work including all necessary work on site

code33 - Taichi Spinner 4 Wheels (L=1.00m W=1.00m H=1.45m Safe area 3.80mx3.80) Earth work excavation and concrete work including all necessary work on site)

code34 - Sand River sand supplying and spearding transporation et