Marking of existing Runway, repair of CC pavement, filling of expansion joint, Pvdg.fibre sheet shed and water connection near Tarmac area in Civil Aerodrome Pinjore in Panchkula Distt.

Amount

Repair of old Joints Sealant Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material, as per technical clause 3005 of MORT&H specifications (HSR 17.58)

Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications (HSR 17.26.2)

Providing & laying 50 mm - 75 mm DBM using the reclaimed material to the extent of 30% per cent of the required quantity after carrying out necessary check and evaluation, adding fresh mateerial including rejuvenation as required, grade, level and thickness, all as specified in clause No.519. (5th revision) 2013 using bitumen VG-30 (minimum Bitumen content 4.50% i/c bitumen of retrieved material as per job mix formula) using 100-120 TPH batch type hot mix plant with appropriate arrangement for use of R.A.P, appropriate roller and with hydraulic paver finisher with sensor control to the required grade. The milled material to be used in DBM shall be minimum 80% of the theoretical quantity. Note:- If bitumen required is more than 4.50% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work (HSR 17.43.1)

Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications (HSR 17.31.2)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising 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. (HSR 34.26) Note:- 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. 2.Cost of painter is already included in hire charges of road marking machine

Supply and Fixing of Tensile Sheet Shed 650GSM sheet with M.S Iron pipe Frame Pole 125mm Heavy Truss M.S Pipe 60mm Heavy, Membrane M.S Pipe 50mm Heavy, Complete With cost of Painting and Labour for Fixing Paint Complete in all respects (HSR B0955)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge (HSR 4.12.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level (HSR 6.1.1) 1 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 cum graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level (HSR 6.1.6) 1 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size)

Providing and fixing ceramic & Glazed tiles/ vitrified tiles/ of any size of approved make in floors / dados, laid in any pattern as specified over base of 3 mm thick adhesive of reputed brands as per IS specification 15477-2004 using 5 Kg. adhesive per sqm area of tiles and jointed with white cement slurry mixed with pigment to match the shade of tiles excluding cost of tiles. (HSR 10.73)

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead up to 1000 m. (HSR 35.15)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m (HSR 4.16.1) Pipes, cables etc, not exceeding 80 metre mm dia

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work· Exposed on wall (HSR 22.88.2) 20 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work· Exposed on wall (HSR 22.88.6) 50 mm dia nominal bore

Labour for laying, jointing, fixing and testing G.1./P.V.C./W.I. pipelines and special tees, bends, sockets, elbow etc. inside building and testing etc. complete including cutting threading (HSR 20.20.2.2) 20 mm internal diametre of pipeline

Labour for laying, jointing, fixing and testing G.1./P.V.C./W.I. pipelines and special tees, bends, sockets, elbow etc. inside building and testing etc. complete including cutting threading (HSR 20.20.2.6) 50 mm internal diametre of pipeline

Providing and fixing brass bib cock of approved quality (HSR 22.96.2) 20 mm nominal bore

Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes, as per dause 3002 of MORT&H specifications (HSR 17.47) Note: - Only 75 per cent of fresh material has bean provided as 25 per cent can be retrieved at site from earth that is flown down tha slope in the form of slurry and deposited at the foot of thara in cut.

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 (HSR 22.108.1) 15mm nominal bore

Kaimbwala Cooperative L and C Society