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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 Koi to Kolakh, Under Package No. JK14-719 Block Chenani, District Udhampur, Length:- 7.894 Kms Contract No. JK14-719 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 trench 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.70%, Ordnary Rock 20%, Hard Rock 10% (Blasting probhitted). |
| 3 | Slip clearance in soil mixed in Moorum Kankar/Shingle/Boulder incl. safe disposal with all leads and lift complete job as per direction of engineer in charge at site without damaging Private/Public Property |
| 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 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 5 | 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) |
| 6 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 7 | Polygonal/Random Rubble Masonry uncoursed brought to course in 1:6 fine sand mortar in foundation and plinth with Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 8 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 9 | Providing and making Gabbion structure with mechnically woven double twisted hexagonal wire mesh gabion boxes as per IS 16014 2012 Morth mesh type 10*12 D=100mm with tolerance of + -2percent zinc coated mesh wire dia 3.0 mm |
| 10 | Back filling(Stone filling) behind R/Wall, abutment, wing wall etc (exculding Supply of Stones) |
| 11 | Earth filling of available earth |
| 12 | Providing /Laying plain/reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection work, backfilling concrete and masonry works in head walls and parapets (1000mm dia) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 14 | Foundations, footings, bases of columns etc. for mass concrete |
| 15 | Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. |
| 16 | Sand for an av. 115 Kms disntace. |
| 17 | Stone Aggregate 40 mm and below for an av. 65 Kms disntace. |
| 18 | Stone for an av. 05 km distance Total in Figures 10599962.75 10599962.75 INR One Crore Five Lakh Ninety Nine Thousand Nine Hundred & Sixty Two and Paise Seventy Five 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 |
