Directorate Of Municipal Administration Tender

code004 - Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage harges of machinery, curing and all other appurtenances required to complete the ork as per technical specification aggregates M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 6630.00 SR 2023-24 , Page No-16, I. No.2.5.1, Vol -1

code005 - 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 rawing and technical specification h. All other type of structures SR 2023-24 , Page No-18, I. No.2.11.C Vol -1 c. Sub structure of Bridges t 86433.00

code006 - Appendix I Additionalities for Formwork, Centering Scaffolding S.N.2 10

code007 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part- I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (

code008 - 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 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. m2 255.00

code009 - 8.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and ncluding water thinnable priming coat with cement primer after thoroughly 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. m2 137.00

code010 - 14.13 Providing and fixing white vitreous china water closet squatting pan (Indian type) :14.13.1 Long pattern W.C. pan of size 580 mm each 1,428.00

code011 - Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 13.31.2 20 mm nominal dia Pipes m 242.00 122

code012 - 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. L 9.00 123

code013 - 9.37 Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications. m2 786.00 64

code014 - 12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge.m 318.00

code015 - 12.55 Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. 12.55.1 -do- with both side prelam m2 2,366.00

code016 - 13.49 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes of 150mm dia conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. m 568.00

code017 - Construction of a toilet unit with septic tank as per CPHEEO standards & guidelines, consists of European type WC pan or Indian type WC as per requirement with seat & lid 10 ltr low level white pvc flushing cistern including flush pipe with manually controlled device confirming to IS: 7231 with all fittings & fixtures. The clear dimension of a single toilet room is 0.75x0.9m & the dimension of the septic tank varies with respect to the users and the liquid depth considered for 2 years interval as per CPHEEO standard drawing in figure 1.2 & 1.3 The sizes of septic tank are based on certain assumption as estimated in IS 2470(PART-1) with a provision of 300mm freeboard. The conventional septic tank is a combined edimentation & digestion tank where the sewage is held for one to two days accompanied by anaerobic digestion of settled solids & liquids. Toilet construction work carried out by excavating earth to standard dimensions as per soil onditions, providing & laying 1:3:6 bed concrete, SSM/BBM/RCC walls/slabs with Fe 500 steel bar as per standard specificationa. The septic tank shall beinstalled as per IS 12701:1996 with jointing of pipes & fittings including all lead & lift cost of all materials of quality confirming to the requirements of relevant IS codes & standars, labour, usage charges of machinary curing & all incidental charges complete as per the direction of Engineer incharge of work. 22.4.1 1 Nos. toilet unit with septic tank dimension L=1.5m B= 0.75m D= 1.0m for 5 users with 500ml water tank Each 64000

code018 - 11.34A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding kg 168.00

code019 - 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.

code020 - 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(Vol I Page no 07 Item no 1.10)

code021 - 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.

code022 - Supplying, 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. Note: Upto 75mm dia Coil shall be used. For Grade PE80 PN8 9.1.1 HDPE Grade PE80-PN6.0, 63mm dia m 189

code023 - 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(Vol I Page no 07 Item no 1.10)

code024 - 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 testing etc. complete.9.17.28 75 MM ELECTRO FUSION COUPLER Each 179

code025 - 9.17.34 75 MM ELECTRO FUSION ELBOW Each 288