Stage Contract For Sub- Division Qazigund- 1 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, all leads and lifts as directed by engineer incharge -All kinds of soil 2 Earth work in excavation by mechanical means (hydraulic excavator) 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,( All kinds of Soil) 3 Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : 4 Earth work in excavation by manualmeans in trenches for foundations, drains, pipes, cables etc .upto required depth ) and for shafts, wells, cesspits including dressing of sides and ramming of bottoms , including getting out excavated earth and disposal of surplus excavated earth as directed,( All kinds of Soil) 5 Disposal of excavated earth by Mechanical Transport including loading, unloading etc all complete. 6 1 KM 7 2KM 8 3 KM 9 4KM 10 5KM 11 Engagements of JCBas and when requiredfor execution ofvarious nature of works like clearing of road sides, removal of rubbish including disposal of excavated material, un serviceable material and etc by engaging tractor ot tipper as required upto all leads and lifts as per the direction of engineer in charge 12 Engagemnet of tractors or/and load carriers for the transporting various materials like blankets, beds, pillows, matting, various other servicable materialetc from one centre to other centre as and when required as per site incharge 13 Supply and filling of RBM /Nllah muck for Stone soling or any backfilling or filling or any other work as directedof specified size including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacityincluding carriage of the same from approved source upto site of work complete 14 Supply and filling of Khak bajri including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacityincluding carriage of the same from approved source upto site of work complete 15 Providing / laying of RCC spun Pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 16 10 17 12 18 14 19 16 20 18 21 24 22 28 23 32 24 36 25 40 26 Providing / laying of MS Pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 27 6 28 8 29 10 30 12 31 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). 32 Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 33 Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 90 to 45mm size, stone screening 13.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation of each layer with PRR of 8 to 10 Tonne capacity including rolling on screening, dust and crushed stone including carriageofQuarry Crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(Finished work to be measured) (ROLLING TO BE DONE STRICTLY AS PER DIRECTION OF ENGINEER IN CHARGE) 34 Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation of each layer with PRR of 8 to 10 Tonne capacity including rolling on screening, dust and crushed stone including carriageofQuarry Crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(Finished work to be measured) (ROLLING TO BE DONE STRICTLY AS PER DIRECTION OF ENGINEER IN CHARGE ) 35 Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 53 to 22.4mm size, stone screening 11.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation with PRR of 8 to 10 Tonne capacity including carriageofQuarry Crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(Finished work to be measured)(ROLLING TO BE DONE STRICTLY AS PER DIRECTION OF ENGINEER IN CHARGE ) 36 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 paver finisher in sub- base / 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-in-Charge incluidng all carriages. 37 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.On W.B.M. @ 0.75 Kg/sqm incluidng all carriages. 38 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.On bitumen surface @ 0.50 Kg/sqm incluidng all carriages. 39 Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With medium setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm. including all carriages. 40 P/L B.M using crushed stone aggregates of specified grading premixed with bituminous binder, transported tosite by tippers, laid over a previously prepared surface with paver finisher equi pped with electronic sensor to the require d 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 HMP of 60-90 TPH capacity. incl. Cost and carriage of all materials involved.( necessary test mandatory ) incluidng all carriages. 41 P/L SDBC using crushed stone aggregates of specified grading , pre-mixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped wilh electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desire d compaction & density as per specification,complete and as per directions of Engineerin Charge:25 mm compacted thickness with Bitumen : VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2%(percentage by weight of Aggregate) prepared in Drum Type HMP of60-90 TPH capacity. incl cost and carriage( necessary test mandatory ) including all carriages 42 P/L of 6 mm thick 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 per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including hot mixing of fine aggregate and bitumen in hot mix plant, transporting the mixed material from plant site by mechanical transport up to the site of work, laying the mixed material with paver finisher to required level and grade rolling with road roller to achieve desired compaction including cost and carriage of all the material hire charges of machinery and all taxes etc. complete( necessary test mandatory )including all carriages. 43 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. 44 Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with 16.0 (Road Work) 224 base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. 16.66.1 Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. 45 Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. 46 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) incluidng all carriage 47 P/L in position cement concrete in1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 48 P/L in position cement concrete in1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 49 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including all carriages. 50 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 level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including all carriages. 51 Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts 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) incluidng all carriages. 52 Providing and fixing precast reinforced cement concrete 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometer stone as per standard design including finishing smooth in 1:3 cement mortar ( 1cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately 35x111x25 cm size including carriage complete job. 53 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 54 FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for: 55 Foundations, footings, bases for columns for mass concrete. 56 Return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc. 57 Suspended floors, roofings, landings, balcones and access plateform. 58 Providing and Laying of Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 50 mm thick with 20mm nominal size stone aggregate. including carriage of all materials from approved sources upto site of work complete. 59 Providing and Laying of Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 40mm thick with 20 mm nominal size stone aggregate. including carriage of all materials from approved sources upto site of work complete. 60 Providing and Laying of Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 25 mm thick with 20mm nominal size stone aggregate including carriage of all materials from approved sources upto site of work complete. 61 Providing and fixing strips in joints of terrazzo/ cement concrete floors. Glass strips40 mm wide and 4 mm thick 62 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. 63 In colour such as White, Ivory, Grey, Fume Red Brown 64 In all colours, shades, except White, Ivory, Fume Red Brown 65 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand and manufacturer, in all colours an shades, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). 66 Size of tile 500x500 mm 67 Size of tile 600x600 mm 68 Size of tile 800x800 mm 69 Size of tile 1000x1000 mm 70 12mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 71 12mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 72 15mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 73 15mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 74 Applying priming coat: 75 With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works 76 Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.Old work ( One or more coats) 77 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge Made of G.I. wire of dia 4 mm 78 Providing and Fixing of 40 x 5mm MS Hold Fast 40cm Long including fixing to frames embedded in cement concrete block in 1:3:6 Mix including all carraiges. 79 P/F of angle section, flats hollow section etc of structural steelof standard make including primer coat and paint and all carriage and loading unloading as and when required as per direction of engineer incharge etc complete job 80 Engagment of Black Smith with all Necessary mahinary 81 Supplying of medium coated all position electrodes/welding rods for welding of steps/stairs including repairs complete. 82 Engagment of Plumber with all Necessary Tools 83 Engagement of suction pumps and motors for pumping out the water from trenches and the habitable area encountered during construction, during yatra or during any unseen incident or as and when required asper the directions of site incharge and the requirements on site of work including fuel charges complete job 84 Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive 85 Clearance of slipsdisposal lead upto 50 m and lift upto 1.5 m. in ordinary soils disposal lead upto 50 m and lift upto 1.5 m. 86 Clearance of slipsin soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. 87 Clearance of slips In soils; mixed with Decomposed Rocks; by blasting or any other means 88 Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete welded 89 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer and synthetic paint..M.S. tube 90 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer and synthetic paint.G.I. pipes 91 Supplying/fixng of polygonal/RR masnory 2nd class quarry stone from approved source in dry with bond stones in G.I. wire crates of approved diameter by site incharge and mesh size of 100 x 100 mm and weight not less than 46 kg/crate including tipping,wrapping,cost of wire crates, carriages, loading, unloading all complete job strictly as per the direction of site incharge complete job 92 Supplying/fixng of boulder stone of approved size by site inchargein dry with bond stones in G.I. wire crates of approved diameter by site incharge and mesh size of 100 x 100 mm and weight not less than 46 kg/crate including tipping,wrapping,cost of wire crates, carriages, loading, unloading all complete job strictly as per the direction of site incharge complete job 93 Providing & fixing of flexible banner/hoardings with necessary lettering/writings as per directions of site Engineer complete job 94 Usage of Lime as and when required 95 Use of phenyl/dis-infectant (bottles of capacity 1 litre) for drains,lanes etc as and when required as per directions of site incharge within permises of colony 96 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). 97 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge:1:4:8 or leaner mix (i/c equivalent design mix). 98 Providing of poplar wood work in frames of false ceiling partition etc sawn etc complete job 99 Engagement of Air compressor with tractor and all other accessories as required for cleaning of roads etc includingengagement of labours/operators etc complete job and disposal of unserviceable material for all leads etc as per direct,ion of EIC 100 Engagement of unskilled labour for various activities for any emergent nature of work or any un forseen work etc complete job with all accessoriesas per direction of EIC 101 Engagement of painters for painting the hoardings, sign boards, walls etc with lettering and required design pattern complete job including cost of all materials complete job 102 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. 103 Beyond 30 cm girth upto and including 60 cm girth. 104 Beyond 60 cm girth upto and including 120 cm girth. 105 Beyond 120 cm girth upto and including 240 cm girth. 106 Above 240 cm girth. 107 In addition to above mentioned items, any specific item due to any unforseen/emergency situation as and when required may be executed as per the specifications and as per the instructions ofsite incharge and final amount paid will be as per the SOR-2022 (or LMR if any) and the rates quoted by the contractor. 108 The Estimated rates are excluding GST
