Directorate Of Municipal Administration Tender

code04 - Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, 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. : For 1.2m dia With Table Moulded Bricks & Heavy Duty SFRC Cover & Frame: For 1.2m dia (Vol-5 SR-2023-24,P No.204 IN-16.46 )For 1.0 m depth

code04.1 - For 1.10 m depth

code04.2 - For 1.20 m depth

code04.3 - For 1.30 m depth

code04.4 - For 1.40 m depth

code04.5 - For 1.50 m depth

code05 - 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 ,including cost of labour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work. (Vol-1 SR 2023-24 P No.7, I No.1.8)

code06 - 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 m3 2,394.00 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-03 SR-2023-24 P No.26, I NO 4.17)

code07 - 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 M20 (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 m3 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.(P.No-148,I.NO-16.27, Vol-3)

code08 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (Vol-3 SR 2023-24 P No.16, I No.3.1)

code09 - Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. for:110mm dia(Vol-5 SR-2023-24 P No.114, IN-10.2.8

code10 - Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testingn and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes an specials (excluding cost of specials) with jointing of approved type, withall labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:110mm dia (Vol-5 SR-2023-24 P No.113 I NO 10.1.7 )

code11 - Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete.0.3m depth (Vol-5 SR-2023-24 P No.198 I NO 16.28.1

code12 - Providing and fixing RCC name board of size 1.35x0.60x0.04m fixed in reinforced cement concrete poles of size0.10x0.10x2.60m in cement concrete M 20 proportion using20mm and down size graded metal machine mixed with10mm dia main steel bars and 8mm dia stirpes as shown indrawing. The board shall be provided with 12mm thick cementplaster in cement mortar 1:4 on both the sides. The poles shallbe embedded in the ground for a depth of 0.5 m with cementconcrete M 10 proportion. The board shall be fixed as per thedrawing and at the place indicated by the Engineer in chargeof the work. The cost includes excavation, cost of all materials,cost of steel, painting, centering, transportation charges &fixing charges(Vol 3 I.No.8.55 P.No.79)