Directorate Of Municipal Administration Tender

Item No. (3)DENSE BITUMINOUS MACADAM:--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade,@ 4.50 % by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 76/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27- 2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler (VG- 30 bulk bitumen rates are considered to arrive at rates)

Item No. (4)Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete.

Item No. (5)Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. VG-30 bulk bitumen

Item No. (6)BASIC TEST OF AGGREGATE. - Water Absorption, Specific Gravity,lmpact Value ICrushing Value.

Item No. (7)BITUMEN - Penetration

Work B

Item No.(1)Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means Spec No. Bd.A.1 Page No. 259

Item no (2)Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. Spec. No.:MORTH 305

Item No.(3)Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.

Item No.(4)Providing and laying in situ, cement concrete M-10/ 1:3:6 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting, roughening them if special finish is to be provided, finishing if required, and curring etc. complete. Spec. No. : Bd.E.1 Page No. 287

Item No.(5)Providing and casting in situ cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer . . With natural sand. Spec. No. : Bd.E.4 Page No. 289 and B-7, Page No.38

Item No.(6)Providing and casting in situ cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings canopy as per detailed designs and drawings including centering, formwork, cover blocks compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).With fully automatic micro processor based PLC with SCADA enabled reversible drum type concrete mixer With natural sand. Spec. No. :Bd.F.8 Page No. 302 and B.7, Page No.38

Item No.(7)Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.. Spec. No. :Bd.F.8 Page No. 302 and B.7, Page No.38

Item No.(8)Providing and fixing in position TMT / HYSD steel bars reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams and columns, canopies, staircases, newels, chajjas, lintels, pardies, coping, fins, arches etc. as per detailed design and drawings and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required completed.Spec. No. : Bd.F.17 Page No. 306

Item No. (9)BASIC TEST OF CEMENT. - Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness

Item No. (10)FINE AGGREGATES. - Fineness Modulus ( Sieve Analysis ),Silt & Clay Content

Item No. (11)BASIC TEST OF AGGREGATE. - Water Absorption, Specific Gravity,lmpact Value ICrushing Value.

Item No. (12)CONCRETE- Compressive Strength OF C.C. Cube (Set of 3 cubes).

Item No. (13)STEEL BAR TESTING Upto 16 mm (Set of 3 Bars)

Item No. (14)Royalty Charges