Concretization of various roads in Ultalsar Ward Committee area by UTWT Method in Package No 14

Amount

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.

Excavation for foundation of structure as per drawing and technical specifications including setting out, construction of shoring , brushing, removal of stumps and other deleterious matter, dressing of side and bottom and back filling with approved material etc. complete. (in marshy soil up to 3.00 meter depth.

Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.

Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids etc. complete.

Providing and laying Cast in situ/Ready Mix 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, laying/ pumping, 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/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

Providing and laying concrete pipes of I.S.NP. class of 150 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.

Providing and laying concrete pipes of I.S.NP. class of 225 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.

Providing and laying concrete pipes of I.S.NP. class of 300 mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.

Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/steel formwork, laying/ pumping, 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/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

Providing and laying wedge shear elemental layer (WSEL) by using rubble stone of size 15 to 20 cm thick in single layer of 230 mm including packing the same with 20 mm to 40 mm thick aggregates ( normal size) and using stone powder of 40 mm to 50 mm thick on surface and watering & compacting by vibratory roller confirming layer thickness of minimum 200 mm and as directed by Engineer - in - charge etc complete.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate)

Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.

Providing and Laying M60 grade cement concrete of approved mix design with avg. Flextural strength of 4.4 MPa in 3 days from R.M.C. plant incld. use of micro silica/alcofine, approved make super plastiser and retarder, fibriliated 100 % virgin polypropylene fibres, fly ash and transported by transit mixer and placing at work site. Compacting, finishing, initial curing by approved curing compound/ contractors water and tarring the sides of slab with hot bitumen as specified and as directed (w/c ratio 0.28 max.). (vatta for curing will be paid separately) for Ultra thin White Topping (UTWT) pavement. etc completed.

Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.

Providing and Placing 5mm thick Thermocole in dummy and construction joints immdtly after cutting of joints and removing the same before dressing of dummy and construction joint as directed etc. complete.

Providing and construction of cement vatta in C.M.1:10 at 0.6 M X 0.6 M c/c admeasuring 0.09 meter at bottom, 0.04 m at top and 0.075 m deep and maintaining the same throughout 7 days curing period and removing the same material as directed.

Sealing of M-35 & above new C.C. pavement dummy, transverse, longitudinal joints with hot rubberised sealing compound confirming to IS 1834-1984 after proper cleaning with compressed air, applying required primer & providing a layer of lime powder over hot sealing compound as directed. Sealing 5mm - 6 mm wide & avg. depth of 40 mm transverse & longitudinal joints

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.

Providing & constructing Brick Masonary Valve chamber with 15cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion,plastering from inside & outside as required in c.m.1:3 , 1:2:4 cement concrete haunches at bed, precast S.F.R.C frame & cover, etc.complete as directed by Engineer in- Charge.

a) Add for every increase in depth of 30cm or part thereof

Providing and laying in-situ M20 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. ( Reference MORTH 602)

Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete

Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.

Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.

Supply of excavator cum loader machine (like JCB machine) etc complete

Transportation of excavated material including loading and unloading etc. complete. a) Lead upto 1 Km

Transportation of excavated material including loading and unloading etc. complete. b) lead up to 3 km

Transportation of excavated material including loading and unloading etc. complete. c) lead up to 5 km

Transportation of excavated material including loading and unloading etc. complete. d) lead up to 7 km

Transportation of excavated material including loading and unloading etc. complete. e) lead up to 10 km

Transportation of excavated material including loading and unloading etc. complete. f) lead up to 15 km

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.

Providing and laying Cast in situ/Ready Mix cement concrete M25 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 etc. including bailing out water, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. 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

Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete.(Excluding reinforcement and structural steel).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

Providing and laying Cast in situ/Ready Mix cement concrete M25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings 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 mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

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.

Providing & fixing kerb stones 30 cm to 40 cm long, 15cm wide, 38cm deep medium dressed in all exposed surfaces, set in cement mortar 1:2 on a 15cm thick & 25cm wide M-100 (1:3:6) C. C. bed including filling the joints with 1:2 C. M. pointing, curing etc. complete.(in M-25 grade)

Providing and laying in trenches 15 mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes of ...... kg/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.a) 15 mm dia

Providing and laying in trenches 25 mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes of ...... kg/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

Providing and laying in trenches 40 mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes of ...... kg/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

Providing and laying in trenches 50 mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes of ...... kg/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

Providing and laying in trenches 15 mm dai. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

Providing and laying in trenches 25 mm dai. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

Providing and laying in trenches 40 mm dai. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Concrete surface treated with primer @ 3.25 kg/10 sqm with VG-30 bulk Bitumen

BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 2, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50/75 mm compacted thickness with 3.4 % VG-30 Bitumen. - USING 80 TPH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V- Sat attachment.

BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 2, premixed with bituminous binder @5.4% 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 30/40 mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete -- Bitumen VG-30 grade with stone dust filler

Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including laoding, unloading, transportation, all taxes,etc.completed as directed by Enginner-in-charge(20 tonnes capacity) b)560 mm dia.

Supply and fixing 0.56m internal dia. Circular C.I. air tight cover and frame weighing Between weighing minimum 208 kg of material grade of min. FG 150 conforming to IS 210 :2009 and specificationon SP -SWD-3 with the grade designation of HD 20 conforming to IS 1726 : 1991, including testing as per CL 10 and and inspection as per CL-10 of IS 1726 : 1991, as per specification as per standard specification no.IS SP. SWD-3 etc. complete as specified and as per directed.1726 : 1991,

Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc.completed as directed by Engineer-in-charge (20 tonnes capacity) d)90X60 mm

Raising or lowering Rectangular manhole cover to the required level upto 30 cm including all material, formwork etc. with 16 cm tk cement concrete M-15 (1:2:4) c.c. coping under frame and cover of manhole, incl curing etc. complete as specified and as directed

Raising or lowering Circular manhole cover to the required level upto 20 cm including all material, formwork etc. with 16 cm tk cement concrete M-15 (1:2:4) c.c. coping under frame and cover of manhole, incl curing etc. complete as specified and as directed

Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro- prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised

Providing and fixing Mandatory/Regulatory sign boards in circular shape of 900 mm dia made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the

Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.

Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete.

Standard Consistancy, Fineness,Specific Gravity, Setting Time (Initial & Final), Compressive Strength, Soundness

Water absorption, Specific Gravity, Impact Value/Crushing Value

Sieve Analysis

Abrasion Value

Flakiness Index & Elongation Index

Stripping Value (for Bituminous work)

Water absorption, Specific Gravity, Impact Value/Crushing Value

Sieve Analysis

Abrasion Value

Flakiness Index & Elongation Index

Stripping Value (for Bituminous work)

Grading, Water absorption, Specific Gravity, Impact Value/Crushing Value

Sieve Analysis

Abrasion Value

Flakiness Index & Elongation Index

i) Fineness Modulus (Sieve Analysis), Stilt & Clay Content

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

Concrete Mix Design (with all tests on basic materials

Compressive Strength of C.C. Cube (Set of 3 cubes) - M15

Compressive Strength of C.C. Cube (Set of 3 cubes) - M20

Compressive Strength of C.C. Cube (Set of 3 cubes) - M25

Compressive Strength of C.C. Cube (Set of 3 cubes) - M60

M60 Flexural strenght of Beam

Permeability Test

Taking of Core samples in concrete pavement (Excluding Dead Journy Charges)

Crushing Value/Compressive, Water absorption & Specific Gravity

Penestration,Softening Point,Flesh & Fire Point, Specific Gravity

Viscosity

Ductility/ Elastic Recovery

Extraction and Sieve Analysis of Bituminous mix (For BM/DBM/AC) (2 samples of extraction for one sieve analysis including extraction)

PH Value, Sulphate & Chloride Content

Weight per running meter, Diameter of pipe & wall thickness of pipe

Weight of Zinc coating per sq.m.

Weight per running meter, Diameter of pipe & wall thickness of pipe

upto 16mm (Set of 3 Bars) (tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend/Rebend Test, Proof Stress.) - 8mm (Set of 3 Bars)

upto 16mm (Set of 3 Bars) (tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend/Rebend Test, Proof Stress.) - 10mm (Set of 3 Bars)

upto 16mm (Set of 3 Bars) (tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend/Rebend Test, Proof Stress.) - 12mm (Set of 3 Bars)

upto 16mm (Set of 3 Bars) (tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend/Rebend Test, Proof Stress.) - 16mm (Set of 3 Bars)

upto 16mm (Set of 3 Bars) (tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend/Rebend Test, Proof Stress.) - 20mm (Set of 3 Bars)

upto 16mm (Set of 3 Bars) (tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend/Rebend Test, Proof Stress.) - 25mm (Set of 3 Bars)

upto 16mm (Set of 3 Bars) (tensile strength, %, Elongation, Yield Stress, Weight-Per Meter, Bend/Rebend Test, Proof Stress.) - Rebound Hammer Test

Sahyadri Construction

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