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| 1 | 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 SUPPLY MORH KAINTHGALI ROAD KM 10TH/200 TO PANGARA JAGIR PKG NO. JK14-284 L=3.820KM Contract No. JK14-284 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 inRs. 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 inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 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, within a lead of 50 metres: 2.9.1 All kinds of soil : 2.9.2 Ordinary Rock 2.9.4 Hard Rock (Blasting prohibited ) All kinds of Soil 60%, Ordinary Rock 30%, Hard Rock 10% including all leads, lifts and carriages of materials by MT complete |
| 3 | 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) including lead, lifts, carriages of material by MT, loading and unloading complete. |
| 4 | 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) including lead, lifts, carriages of material by MT, loading and unloading complete. |
| 5 | Provinding /Laying coping/flooring 50 mm thick with PCC grade M-15 (1:2:4) nominal mix.and curing complete including lead, lifts, carriages of material by MT, loading and unloading complete. |
| 6 | Backfill behind abutment,R/Wall, wing wall and return wall complete as per drawings and technical specification all job complete including lead, lifts, carriages of material by MT, loading and unloading complete. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns including all leads, lifts and carriages of materials by MT complete |
| 8 | 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.including lead, lifts, carriages of material by MT, loading and unloading complete. |
| 9 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah charge.including lead, lifts, carriages of material by MT, loading and unloading complete. |
| 10 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone Nallah including lead, lifts, carriages of material by MT, loading and unloading complete |
| 11 | Earth filling in foundation trenches as per drawing and technical specification clause 305.3.9including all leads, lifts and carriages of materials by MT complete |
| 12 | P/L RCC Pipes NP3 for culverts P/L RCC Pipes NP3 for culverts including lead, lifts, carriages of material by MT, loading and unloading complete. |
| 13 | 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 16.82.1 With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 .including lead, lifts, carriages of material by MT, loading and unloading complete. |
| 14 | 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 including lead, lifts, carriages of material by MT, loading and unloading complete. |
| 15 | 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 lead, lifts, carriages of material by MT, loading and unloading complete. |
| 16 | Providing and laying 50MM 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 Batch Type Hot Mix Plant of 100-120 TPH capacity.)including lead, lifts, carriages of material by MT, loading and unloading complete. |
| 17 | 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 including lead, lifts, carriages of material by MT, loading and unloading complete. |
| 18 | 2 cm premix carpet surfacing with 1.80cum and 0.90 cum of stonechippings of 13.2 mm and 11.2mm sizerespectively per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2mm size respectively including a tack coat with hot straight runbitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-10 heated and then mixed withsolvent at the rate of 70 grams per kg of asphalt. including lead, lifts, carriages of material by MT, loading and unloading complete. |
| 19 | Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kg ofbitumen 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 andfinishing with road all complete.including lead, lifts, carriages of material by MT, loading and unloading complete. |
| 20 | 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. IN SOILS @60%, ORDINARY ROCK @20%, HARD ROCK @20% including lead, lifts, carriages of material by MT, loading and unloading complete |
| 21 | SLIP CLEARANCE In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 22 | Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. |
| 23 | Sand for an av. 90 Kms distance. |
| 24 | Stone Aggregate 40 mm and below for an av. 30 Kms distance. |
| 25 | Stone for an av. 05 km distance Total in Figures 3119955.61 3119955.61 INR Thirty One Lakh Nineteen Thousand Nine Hundred & Fifty Five and Paise Sixty One 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 Please Enable Macros to View BoQ information |
