Directorate Of Municipal Administration Tender

Vol-5, SR 23-24 I.no & 16.48.2 P.No. 204 - 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 Providing 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, Providing 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. With Constructing Table Moulded Bricks Machinehole 1.5 m internal dia. , 2.0M depth & Heavy duty SFRC cover & frame

PWD SR Valum-5, Sl No- 10.1.7 page no 113 - 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, testing and commissioning, ncluding loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all 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: PVC pipes 110mm dia., 6 kg/sqcm & class 3

Volum-1, SlNo-1.10,P.No-7 - 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 labour complete as per specifications

Volum-3, SlNo-3.1,P.No-17 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work

Volum-3, SlNo-3.6 , P.No-17 - 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

Volum-3, SlNo-4.17,P.No-26 - 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, aying 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.

Volum-3, SlNo-6.8.3,P.No-52 - Providing and laying 100mm thick factory made precast M -40grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS15658 for Commercial Traffic Axle load repetitions more than10MSA upto 20MSA for Industrial Streets, Bus & Truck parkingof approved shape and colour, laid in required pattern andincluding over 40mm thick compacted bed of coarse sand, fillingthe joints with fine sand etc. all complete as per the direction ofEngineer-in-charge. (WMM/WBM Base to be paid separately asper relevant technical specification)

Volum-3, SlNo-8.1,P.No-63 - 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 asper clause 409