Construction of road from Panassa to Gandhali Via Bhandhar Phase-II Km 3rd RD 500 to Km 6th by way of Earth work in Cutting and Filling, Const. of Bwall, Rwall, Pacca drain etc

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm indepth, 1.5mtr in width as well as 10sqm on plan)including disposal of excavated earth, lead upto 50mand lift upto 1.50 m, disposed earth to be levelled andneatly dressed (a) All kinds of soil @ 90%

(b) Ordinary rock @ 5%

(c) Hard rock (Requiring blasting) @ 5%

Earth work in excavation by manual means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal ofexcavated earth upto 1 mtr from cutting edge, disposedearth to be levelled and neatly dressed in All kinds of Soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size)(All lead lift carriage complete)

Providing and laying in position cement concrete of specified grade excluding the cost of centring andshuttering- All work upto plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) with 20% boulders(All lead lift carriage complete)

Random Rubble masonry with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 Cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with(A) cement mortar 1:6 (1 Cement: 6 coarse sand)(All lead lift carriage complete)

Dry random rubble masonry with hard stone in foundation and plinth using nallah stone without bond stone(All lead lift carriage complete)

Providin.9 and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement-All work upto plinth level.1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)(All lead lift carriage complete)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Cold twisted bars

Hand Packed Stone filling behind R/wall including cost of stone(All lead lift carriage complete)

Providing and laying 50rnm thick with cement concrete flooring 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size Crushed (All lead lift carriage complete)

Hand packing stone in wire crates incl. cost of stones and wire cratest(All lead lift carriage complete)

Provding Laying of 0.90Mt. NP3 RCC Hume pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2 fine sand) incl. testing of joint etc complete (incl. cost of pipe & Collar) LMR(All lead lift carriage complete)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m(All lead lift carriage complete)

Centring and shuttermg including strutting, propping etc.and removal of form for· a)Foundations: footings, bases of columns etc. for mass concrete.

b) Walls( any thickness) including atteched pilasters, buttresses, plinth and string courses etc.

c) Suspended floors, roofs, landings, balconies and access platform.

d) Edges of slabs and breaks in floors and walls.under 20cms widee

Construction of granular sub-base by providing close " graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-11 (size range 53 mm to 0.075 mm) having CBR Value-25e(All lead lift carriage complete)

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base I base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-inCharge.(All lead lift carriage complete)

Providing and applying tack coat using hot straight run bitumen of grade 80/100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. (a) On W.B.M.@ 0.75 Kg/sqm (All lead lift carriage complete)

(b)On bitumen surface@ 0.50 Kg/sqm.(All lead lift carriage complete)

Providing and laying premix bituminous macadam base-course with stone aggregate of quality, size and grading as specified in CPWD specifications and straight run bitumen of grade 80/100 @ 4% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed "material and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density 50 mm compacted thickness .(All lead lift carriage complete)

Providing and laying semi -dense Bituminous concrete using crushed stone aggregates of specified grading ,premixed with bituminous binder and filler, transporting the hot mix to work site by tippers,laying with paver finisher equipped with electronic sensor to the required grade level and alignment and rolling with smooth wheeled ,vibratory and tandem rollers to achieve the desired compaction and density (seal coat if necessary at site as per sepecification,cpmplete and as per direction of enginner -in-Charge . 25mm compacted thickness with bitumen of grade VG-30@5% ( percentage by weight oftotal mix)and lime filler @2% (percentage by weight of Aggregate ) prepared in Drum type Hot Mix Plant of 60-90 TPH capacity(All lead lift carriage complete)

Abdul Quyoom Shan

M/s Chhatter Singh Contractor

ROMESH CHANDER

SRM CONTRACTORS PRIVATE LIMITED

NEW JEHLUM CONSTRUCTION CO.