Directorate Of Municipal Administration Tender

vol 1 pg no.7 iteam no.1.10 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labourcomplete as per specifications

vol 5 pg no.201 iteam no.16.40.1 - roviding and constructing of Machinehole chambers conical in shape attop with CC 1:3:6 foundation using 40mm and down size graded metalof approved quality and with an offset of 0.15m alround the chamber andbrick masonry in C.M 1:4 plaster with bricks of approved quality andCM plaster 1:3 proportion 12mm thick inside and outside except for theconical surface outside where the thickness of plaster shall be 20 mmthick, with 1 to 6 slope in the concrete towards the central drain, finishedsmooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm anddown size including supplying and fixing SFRC Machinehole frame andcover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991with latest amendments in CC 1:2:4, supplying and fixing of plastic footsteps staggered at 30cms apart as directed, watering, curing,barricading,danger lighting, pouring tar over M.H. frame and cover, cost of tarshoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below.Constructing Table Moulded Bricks Machinehole 1.2 m internal dia.1.50 M depth & Medium duty SFRC cover & frame

vol 5 pg no.201 iteam no.16.40.1 - Providing and constructing of Machinehole chambers conical in shape attop with CC 1:3:6 foundation using 40mm and down size graded metalof approved quality and with an offset of 0.15m alround the chamber andbrick masonry in C.M 1:4 plaster with bricks of approved quality andCM plaster 1:3 proportion 12mm thick inside and outside except for theconical surface outside where the thickness of plaster shall be 20 mmthick, with 1 to 6 slope in the concrete towards the central drain, finishedsmooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm anddown size including supplying and fixing SFRC Machinehole frame andcover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991with latest amendments in CC 1:2:4, supplying and fixing of plastic footsteps staggered at 30cms apart as directed, watering, curing,barricading,danger lighting, pouring tar over M.H. frame and cover, cost of tarshoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below.Table Moulded Bricks Machinehole 1.2 m internal dia.1.80 M depth & Medium duty SFRC cover & frame

vol 1pg no.8 iteam no.1.12 - Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds ofsoils & upto depth not exceeding 300mm as per drawing and technicalspecifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter includingdressing of excavated surfaces, disposing off or levelling the excavatedearth or sorting & stacking the selected earth for reuse in a radiusof 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth

vol 3 pg no.17 iteam no.3.1 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work

vol 1 pg no.15 iteam no.2.1.2 - Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates

vol 1 pg no.16iteam no.2.4.2 - Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

vol 1 pg no.111 sl no.4 - Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Cement Concrete Drain Walls 35%

vol 1 pg no.18 sl no.2.11h - 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 all other types

vol 3 pg no.17 iteam no.3.5 - Scarifying the existing bituminous road surface to a depth of50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead

vol 3 pg no.26 iteam no.4.7 - Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification includingpremixing the Material with water at OMC in mechanical mixplant 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.

vol 1 pg no.7 iteam 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 alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.

vol 3 pg no.63 iteam no.8.1(a) - Construction of cement concrete kerb with top and bottomwidth 115 and 165 mm respectively, 250 mm high in M 15grade foundation 150 mm thick, foundation having 50 mmprojection beyond kerb stone, kerb stone laid with kerb layingmachine, foundation concrete laid manually, all complete as per clause 409 PCC M15 grade for kerb base

vol 3 pg no.51 iteam no.6.8.1 - Providing and laying 60mm thick factory made precast M -30grade Cement Concrete Paver Block as per IRC SP 63:2018 &IS 15658 for Cycle Tracks & Pedestrian Footpaths of approvedshape and colour, laid in required pattern and including over30mm thick compacted bed of coarse sand, filling the joints withfine 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)

vol 5pg no.113 iteam no.10.1.7 - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latestamendments and conveying to worksite, rolling and lowering intotrenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinations andcuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, withall labour with all lead & lift including encasing the pipe alround to a depthof not less than 15 cms. with soft gravel or selected earth available fromthe excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS -PVC pipes 110mm dia., 6 kg/sqcm & class 3 110mm dia

vol 2 pg no.48 iteam no.8.40 - Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :Two coats on new work afterthoroughly 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.

vol 3 pg no.49iteam no.6.1 - Construction of dry lean cement concrete Sub- base over aprepared sub-grade with coarse and fine aggregate conformingto IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1, aggregate gradationafter blending to be as per table 600-1, cement content not to beless than 150 kg/ m3, optimum moisture content to be determinedduring trial length construction, concrete strength not to be lessthan 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.

vol 3 pg no.149 iteam no.16.28 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.