tender for percentage boq boq_ver3.0 percentage normal inr only inr select, at par, excess (+), less (-) iocl tender inviting authority: executive engineer pmgsy division udhampur name of road:-permanent restoration of road from urkhal to treeta dabbar, under package no. jk14-303, block narsoo & district udhampur, length:- 5.00 kms contract no. jk14-303 name of the bidder/ bidding firm / company : price schedule (this boq template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. bidders are allowed to enter the bidder name and values only ) number # text # text # number # text # number number text text # number # text# text # number # number number number number text text number number number number text text number number number number text text number number number number text text number number number number text text number number number # number # text text number # number # date number # number # text # sl. no. d item code / make quantity units estimated rate in rs. p addition / deduction addition / deduction values currency convertion against each item quoted currency in inr / other currency basic rate in figures to be entered by the bidder rs. p excise duty vat freight charges ( unloading & stacking) any other taxes/duties/levies other taxes 2 iiird party i.e dgs&d / rites etc inspection charges @0.34%+service tax less for cenvat credit,if any respect of supplies under full excise duty category total amount without taxes in rs. p total amount with taxes total amount in words , 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, within a lead of 50 metres: ordinary soil 70% ordinary rock 20% hard rock 10% , 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 : 4coarse 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 and laying damp-proof course (coping/flooring) 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete , back filling(stone filling) behind r/wall, abutment, wing wall etc including supply of stones. , providing and laying in position cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone agg. 40mm nominal size) including curing but excluding the cost of centering and shuttering all worl uoto plinth level , providing and laying reinforced concrete in foundation upto plinth level in 1:1.5:3 mix using 20mm nominal size of aggregates , supplying fitting and placing hysd bar reinforcement steel in foundation complete , centering and shuttering including strutting, propping etc. and removal of form for: foundations, footings, bases of columns etc. for mass concrete , providing & making gabion structure with mechanically woven double twisted hexagonal shaped wire mesh gabion boxes as per is 16014:2012,morth clause 2500, of required size, mesh type 10x12 (d=100 mm with tolerance of ± 2%) zinc coated, mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of engineer-in-charge , 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.16.82.2 with material conforming to grade-ii (size range 53 mm to 0.075 mm ) having cbr value-25 , 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 , 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. 16.38.1 on w.b.m. @ 0.75 kg/sqm , providing and laying of 50mm bitumenous macadam using crushed stone agg. grading premixed with bitumen binder transported to site by tippers laidover previosly as per direction of engineer in charge 50 to 100mm avg. compacted thichness with bitumen of grade vg10 @3.5% , 2 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). 16.40.1 with paving asphalt grade vg-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. , providing and laying of tack coat using bitumen emulsion is 8887, using emulsion pressure distributer including preparing the saurface and cleaning with mechanical broom with medium setting bitumen emulsion on wbm/wmm @0.4kg/sqm , 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 all complete. , carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. , sand for an av. 80 kms disntace. , stone aggregate 40 mm above for an av. 30 kms disntace. , stone for an av. 10 km distance total in figures 2880000.5 2880000.5 inr twenty eight lakh eighty thousand and paise fifty only 4.0 construction of chamber for 100mm sluice plates item5 10.0 nos quoted rate in figures select 0.0 0.0 inr zero only quoted rate in words inr zero only