Directorate Of Municipal Administration Tender

Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means (SSR I.No.21.14 Page 153)

Excavation for foundation in Hard rock by blasting including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum, watering, ramming, etc. complete. (Lift upto 1.5m) By Mechanical Means (SSR I.No.21.17 Page 153)

Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper.(SSR I.No.21.22 Page 155)

Filling in plinth and floors with approved excavated material in 15 cm to 20cm. layers including watering and compaction etc. complete. (SSR I.No.21.36 Page 157)

Filling in plinth and floors with contractor's approved material /murum/stone dust in 15 cm to 20cm. layers including watering and compaction etc. complete. (SSR I.No.21.37 Page 157)

Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with sand / grit ramming, watering etc complete. (SSR I.No.21.40 Page 157)

Providing and laying Cast in situ cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand (SSR I.No.24.01 Page 175)

Providing and laying in situ cement concrete M-20 of trap/granite/quartzite/gneiss metal for R.C.C. work in foundations like raft, strip foundations,grillage and footings of R.C.C. columns and steel stanchions including plywood/steel formwork, compaction, curing & rounghing the surface if special finish is to be provided, finishing uneven and honeycombed surface with 1:3 of sufficient minimum thickness to give smooth and even surface etc. complete. (Excluding reinforcement and strucural steel including cover block) 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, trapaulin etc. (Wooden Centering will no be allowed.) (SSR I.No.25.11 Page 178)

Providing and casting in situ cement concrete M-20 of trap granite/quartzite/gneiss metal for R.C.C. columns as per detailed drawing and designs, or as directed including steel centering, plywood/steel formwork, compaction, finishing uneven and honeycombed surface with 1:3 of sufficient minimum thickness to give smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. In cuding use of plastisizer wherver necessary as directed Engineer in charge (Excluding reinforcement and structural steel including cover block) 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, trapaulin etc. (Wooden Centering will no be allowed.) G.F (SSR I.No.25.31 Page 179)

Providing and casting in situ cement concrete M-20 of trap granite/quartzite/gneiss metal for R.C.C. Beams and lintels as per detailed drawing and designs, or as directed including steel centering, plywood/steel formwork, compaction, finishing uneven and honeycombed surface with 1:3 of sufficient minimum thickness to give smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. In cuding use of plastisizer wherver necessary as directed Engineer in charge (Excluding reinforcement and structural steel including cover block) 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, trapaulin etc. (Wooden Centering will no be allowed.) G.F (SSR I.No.25.50 Page 181)

Providing and casting in situ cement concrete M-20 of trap/granite/quartzite/gneiss metal for R.C.C. slabs and landings as per detailed designs and including steel centering, plywood/steel formwork, compaction, finishing uneven and honeycombed surface with 1:3 of sufficient minimum thickness to give smooth and even surface or roughening the surface if special finish is to be provided with fan hook box of 2mm thick M.S. Sheet rectangular size 180mmx100mm with required depth with holes or notches as required, bottom and top lids of 1.6mm thick M.S Sheet fixed with 3.5 mm dia. round headed screws together with 12mm dia M.S. bar bent to shape with hooke and painting to exposed surface and curing etc. complete. (Excluding reinforcement and structural steel including cover block) 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, trapaulin etc. (Wooden Centering will no be allowed.) G.F (SSR I.No.25.70 Page 182)

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.G.F (SSR I.No.26.33 Page 188)

Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete (SSR I.No.27.13 Page 197)

Providing sand faced plaster for external position in cement mortar using kharsalia/ kasaba or similar type of sand, in all position including base coat of 15mm thick in C.M. 1:4 using waterproofing compound at 1kg. per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in C.M. 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc. complete. G.F (SSR I.No.32.11 Page 209)

Providing and laying polished hand cut Kotah Stone flooring 25mm to 30mm thick and 45cm to 55cm wide in plain/diamond pattern on a bed of 1:6 C.M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete. G.F (SSR I.No.33.08 Page 213)

Providing and applying two coats of textured synthetic paint of approved shade and quality and one coat of primer before applying textured paint including scaffolding if necessary preparing surface by thoroughly cleaning oil, grease, dirt and other materials as required, etc. complete.(SSR I.No.35.24 Page 225)

Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. (SSR I.No.23.01 Page 173)

Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950- 1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre) (SSR I.No.38.34 Page 206)

Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand) (SSR I.No.33.54 Page 214)

Laboratory testing charges for various materials, on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, for the current year.For Specific tests like span load tests, plate/ pile load test etc. which are not included in the rate analysis of item, the rates for these tests will be prepared on the basis of rates approved by M.E.R.I./ any competent Institute of Govt. of Maharashtra or Govt. of India.

BASIC TEST OF CEMENT. Standard Consistency, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness

BASIC TEST OFAGGREGA TE. Water Absorption, Specific Gravity,lmpact Value ICrushing Value.

SAND 1.fineness Modiulus 2. Water Absorption

CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes).

BRICKS Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks).

STEEL BAR TESTING - Upto 16 mm (Set of 3 Bars) (Tensile strength, % Elongation, Yield Stress, Weight-Per Meter, Proof Stress.)

STEEL BAR TESTING - Above 16 mm (Set of 3 Bars) (Tensile strength, % Elongation, Yield Stress, Weight-Per Meter, Proof Stress.)

MURUM- Compaction Test(Proctor Density)

MURUM-Liquid Limit & Plastic Limit

Royalty