Supply of civil materials and other required machinery and constuction assosiriys as per BOQ sheet

Aggregate (20mm)

Aggregate (40mm)

Stone Dust Crust

Muram

Crusher Run Mekadam (CRM)

Farsi

Bricks (Soil)

Cement (50kg)

Paver Block 60 mm M30

Paver Block 60mm M30 Reflactive Rubber

R.C.C. Hume Pipe 300 mm Dia N.P.2

R.C.C. Hume Pipe 600 mm Dia N.P.3

R.C.C. Hume Pipe 1000 mm Dia N.P.3

REINFORCEMENT HYSD bar FE500

Barbed wire Steel 9.38 Kg per 100 R.M.

Layout lime Powder

White Aluminium Office Partition

Emulson Asian company Interior ISI

Oil paints Asian All Color

Brush 6"

Roller Brush 8"

Aluminium False Ceilings

Welded Angle and Channel Structures as per Requirements

Birla White Cement

Metel Primer

Fevicol

Turpentine Oil

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-10 (Nominal Mix) with 40 mm maximum size of stone aggregate II-4.1.6

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. II-5.1.1

Reinforced cement concrete work in walls ( any thickness), including attached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering and reinforcement etc.Cement concrete grade M-20 ( Nominal Mix ) with 20 mm maximum size of stone aggregate. II-5.2.1

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, stair case sand spiral stair cases upto floor two level excluding the cost of centering, shuttering and reinforcement with Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. II-5.3

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire upto floor two level including all wastage etc. complete.Thermo-Mechanically Treated bars. (Fe 500 D or more) kilogram 58.00 II-5.11.4

Foundations, footings, bases of columns, etc. For mass concrete. II-19.1.1

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Moorum/Hard copra II-2.18.1

Lintels, beams, plinth beams, girders, bressumers and cantilevers.II-19.1.5

Columns, Pillars, Piers, Abutments, Posts and Struts. .II-19.1.6

Suspended floors, roofs, landings, balconies and access platform. II-19.1.3

Brick work with well burnt chimney bricks in bulls patent trench kiln,crushing strength not less than 25 kg / sqcm and water absorption not more than 20 % in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) II-6.2.3

Brick work with chimeny brick of class designation 40 in superstructure above plinth level upto floor 2 level including the cost of scaffolding in: Cement mortar 1:6 (1 cement: 6 coarse sand) II-6.3.2

Half brick masonry with open bhatta of class designation 25 in superstructure above plinth level upt o floor 2 level including the cost of scaffolding.- Cement mortar 1 : 4 (1 cement : 4 coarse sand) II-6.4.2

15mm cement plaster on the rough side of single or half brick wall of mix :1:5 (1 cement: 5 fine sand) II-13.2.2

12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) II-13.1.2

Cement concrete flooring M-15 (nominal mix ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm maximum size of stone aggregate. ii-11.3.1

Providing and laying Ceramic glazed floor tiles 300x300 mm (9 to 10 mm thick) of 1st quality conform ing to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid o n 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coar 11-11.33

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (6 to 7mm thic k) of approved make in all colours, shades except burgundy, bottle green, black of any size as appro ved by Engineer- in-Charge in skirting, risers of II-11.31

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.II-4.1.2

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in positio n and applying a priming coat of approved steel primer using structural steel etc. as required.-In gratings, frames, guard bar, ladder, railings, bra II-10.14.1.2

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. Chapter - NIII Item No.3.3, P-21

Construction of Embankment/Sub grade/ earth shoulders, as per clause 305 & its sub-clauses, Where required but with approved materials/soil like morrum CBR value not less then 7% i/c all lead & lifts i/c excavation, cost of watering, compaction by vibratory roller/ heavy pneumatic type roller and maintenance of surface during construction to ensure shedding & preventing ponding of water (clause 305.3.6) shaping & dressing (clause 305.3.7), finishing etc. complete but excluding scarifying existing granular/bituminous road surface vide clause 305.6. Chapter - NIII Item No.NIII-3.12 P-22

Construction of granular sub-base by providing Coarse graded material (CBR>30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400. Chapter - NIII Item No.NIII-4.10 P-29

Construction of Dry lean cement concrete Sub-base over a prepared sub- grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per MORTH Specifications Table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length cum 3017.00 construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of section- 601. Chapter - NIII Item No.NIII-6.1 P-48

Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate / screed vibrators including form work by strong steel girders fixed by Cum spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (without dowel bars). (max. thickness 20cm). Chapter - III Item No.III-6.6 P-49

Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages 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 to the required density and as per relevant clauses of section-404 of specifications. (1) Grading-1 (63 to 45mm) a) Using Screening Type-A (13.2mm Agg.)

Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages 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 to the required density and as per relevant clauses of section-404 of specifications. (ii) Grading-II (53 to 22.4mm) a) Using Screening Type-B (11.2mm Agg.)

VIRTUAL CRYSTAL MULTITRADE PRIVATE LIMITED

RB ASSOCIATES

Mahi Enterprises