Upgradation of Rotary (Atal Rotary) at Start of Circular road near ongoing Parking place at Panjtirthi, Jammu

Amount

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge 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 in all kinds of soil

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 butexcluding 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 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:1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

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

Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement. 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 Thermo-Mechanically Treated bars of grade Fe-500D or more

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns

Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.

Providing and laying gang saw cut of specified thickness, mirror polished pre- moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laidover 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in- Charge 18mm thick

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.

Supply and filling of good earth in layers including compaction ,consolidation, watering ramming, loading and unloading complete job

Providing and Fixing of 50mm dia stainless steel railing of 304 grade of hallow tube 1.6 mm thick of Jindal/Salem make or equivalent including welding and fixing with stainless steel machine screws for making required size and shape, buffing etc. Complete and fixing stainless steel balusters upto 900 mm height and S S tubes, three in one installed horizontally including cutting, welding, grinding to required shape and size by required steel dash fasteners, nuts, bolts, screws ,etc. in floors and treads including providing SS shoe at each balusters complete as per architectural drawings and as per the directions of engineer incharge including cutting of granite/marble floors and fastening with lead grouting if required, complete in all respects.

Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

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- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity

Providing and fixing of UniStone or equivalent glass reinforced concrete (G.R.C) exterior paving tiles in 'Cobblestone' finish in approved shade in sizes of 152mm x152mm. The thickness of the tiles should range between 20 to 22 mm, allowing variance of ± 5mm in accordance with IS: 1237-1980. The tiles should be made with M40 Grade concrete mix design having ’43’ grade Portland cement, reinforced with Alkali Resistant glass fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent with high vibration technology. The pigmentation should be homogeneous and in accordance with British standard BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers agents and others. The tiles should be produced with high vibratory technology and their concrete mix design compressive strength should be of M-40 grade@28days. The top surface of the tiles should be treated with acrylic lacquer resulting in top surface water absorption of less than 1% and water absorption of less than 8% by 24 hours immersion method.The beds where tiles are to be laid should be clean, debris free, wet and mopped. The tiles should be laid to 1:4:8 PCC Concreting with cement mortar of 20mm thickness made with (1:3) Cement : Coarse Sand, adequate grooves should be maintained between 8-10mm using spacers and pointing work to be done with 1:3 ( Cement : Fine Sand) mix.

Painting with synthetic enamel paint of approved brand and manufactureto give an even shade Two or more coats on new work

Plantation of rotary with plants/flowering plants as per direction of Engineer-in-charge Complete Job: (Green Hedge)

Plantation of rotary with plants/flowering plants as per direction of Engineer-in-charge Complete Job: (Ixora Shrub)

Plantation of rotary with plants/flowering plants as per direction of Engineer-in-charge Complete Job: (Boxwood Bonsai)

Plantation of rotary with plants/flowering plants as per direction of Engineer-in-charge: (Ficusfied Green plant)

Plantation of rotary with plants/flowering plants as per direction of Engineer-in-charge Complete Job: (Pseudo Phoenix Vinifera/Cherry Palm)

Plantation of rotary with plants/flowering plants as per direction of Engineer-in-charge Complete Job: (Bougainvillea Pink Cluster)

Plantation of rotary with plants/flowering plants as per direction of Engineer-in-charge Complete Job: (Canna Lilly)

Plantation of rotary with plants/flowering plants as per direction of Engineer-in-charge Complete Job: (Begonia)

Plantation of rotary with plants/flowering plants as per direction of Engineer-in-charge Complete Job: (Hibiscus Red Plant)

Plantation of rotary with plants/flowering plants as per direction of Engineer-in-charge Complete Job: (Indian Rose Red/White)

Carriage of material by Mech.Transport from source to site of work a) Sand for 5 kms

b) Aggregate for 7 Kms

M/S Kulbushan Singh Contractor

Asif Mir Contractor