Construction of Storm Water Drain near H/o Avtar Singh at Wazir Bagh, Lal Mundi, Sgr

Engagement of labourers for clearance of site etc.

Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Bituminous road.

Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge Water bound macadam road.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge:1:3:6 or richer mix (i/c equivalent design mix

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: (1 meter from cutting edge ) All kinds of soil

Providing and laying stone soling/ hand packed (above 75 mm) including all sorts of carriages by all means of transport upto site of work complete job .

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing & Laying non pressure NP2 Class (Heavy) duty) RCC pipes with collars jointed with stiff mixture of cement mortor in the proporation of 1:2 (1 cement : 2 fine sand) including testing of joints etc complete A250 mm dia RCC pipe.

Form work centering / shuttering including Strutting, Propping etc and removal of form work for: (a) Foudation, footings, basis, coloums etc

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

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level complete job including all carriages complete job.(TMT Bars)

P/l 50 mm thick cement concrete flooring of specified grade cement concrete 1:2:4 mix with 20 mm aggtt. Finished with a floating coat of neat cement, slurry and curing.

Providing and fixing Readymade polycrate manhole frame of 900mm dia of approved shape and standard size and as approved by EIC, including cost fittings and of all carriages complete job.

12mm thick cement plaster on walls in 1:6 mix (1 Cement :6 sand )

Lifting / disposal of excavated/ dismantelled unservicable material from site of work to dumping site by mechinical transport including loading,unloading beyond municipal limits. as per direction of Engineer-in-charge:

A) Supplying and stacking of graded stone aggregate at site of size range a)63mm to 45mm Size, including Supply and stacking of stone screening / chippings at site , b)13.2 mm(Type-A), including Supply and stacking of moorum at site Complete job. Laying water bound macadam with specified stone aggregate stone screening and binding material including , screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete including cost of all materials and carriages upto site of work complete job. a) Base course with 63mm to 45mm size including, stone screening 13.2mm size.

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, 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 including cost of Tar and all carriage complete job as per the directions of EIC. (On W.B.M. @ 0.75 Kg/sqm.) .

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity including cost of Tar and all carriage complete job as per the directions of EIC.

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 as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity including cost of Tar and all carriage complete job as per the directions of EIC.

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road including cost of Tar and all carriage complete job as per the directions of EIC.

Carriage of materials by mechanical transport from source upto the site of work complete job . A) Stone agg 40mm from Athwajan 8 kms av .lead

b) Stone agg 20mm from Athwaja 8kms av .lead

Sand from Ganderbal 25Km av lead