Directorate Of Municipal Administration Tender

code04 - Providing and laying in position 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 machinery curing and all the other appurtenances required to complete the work as per technical specifications Mix 1 4 8 Using 40 mm nominal size graded crushed coarse aggregates

code05 - 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.

code06 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation 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 necessary 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Mat Footings

code07 - For Shear Retaining walls

code08 - For Roof Slab

code09 - Supplying fitting and placing TMT FE 550 550D Steel Reinforcementincluding 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 type of structures

code10 - Providing 20 mm cement plaster with cement mortar 1 3 1 cement 3 coarse sand finished with a floating coat of neat cement to brick stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge.

code11 - Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications length of mesh only be measured for payment Plaster mesh 150mm wide

code12 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 15 1 cement 5 coarse sand finished with a top layer 6 mm thick cement plaster with cement mortar 16 1 cement 6 fine sand to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge

code13 - Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge

code14 - Providing and fixing SFRC frame and cover conforming to IS 12592 part I1988 and IS 12592 partII 1991 with latest amendment including cutting slabs to the required size for the opening and fixing the cover in CC 124 and C.M. 1 3 plastering 20 mm thick to all exposed faces curing for 10 days with all lead and lift with appurtenances. complete.

code15 - Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034 2000 3Phase SS Bowl Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 20.00 HP 135 LPM 350 m 25 STG Outlet Dia 2.00

code16 - Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core sheathed of nominal cross sectional area as per IS 694 1990 with ISI Mark and as per its latest amendments 1x3x2.5 Sqm

code17 - Supply, installing testing and commissioning COMMON control panel consisting of the following INCOMING 1 No set of Phase indicating lamps with SFU of suitable rating 1 No Analog Ammeter 1 No Analog Voltmeter 1ni with Phase selector switch Isolating switch OUTGOING for Main Electrical Pump 1 No MCB 1 No. DOL of S D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type Up to 3HP Pumps NOTE 1 DOL Direct Online Starter 2 S D Star Delta Starter etc. complete.

code18 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications including setting out construction of shoring, strutting, barricading, caution lights bracing using sight rails & bonding rods at every 100 mm wherever necessary as directed removal of stumps and other deleterious matter dressing of sides and levelling the bottom of trench to the extent required utilising the available excavated earth locally for the work etc and all other appurtenances complete in the following strata.

code19 - Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee stub ends flanged sets bedns reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc complete. NOTE Upto 110mm dia Coil shall be used. For HDPE 160mm PN 6.0

code20 - Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testin 150 ID COUPLER - fitting for 150mm

code21 - Supply and delivery at site special moulded variety HDPE tee as per IS 150mm dia pipes.

code22 - Supply and delivery at site special moulded variety HDPE bend as per IS 150 mm dia

code23 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron DI conforming ti IS 1865 with the latest amendments and of grade GGG 40 50 shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100 leak proof with face to face dimensions as per IS 14846 2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings minimum 2 O rings Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts nuts and rubber insertions etc. but excluding earth work. For PN10 Note TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate etc complete For sluice Valve of PN10.0 and 150mm

code24 - 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