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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 Darsoo to Guddar, Part-II, Under Package No. JK14-379, Block & District Udhampur, Length:- 6.700 Kms Contract No. JK14-379 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: AKS |
| 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 : 4coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 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) |
| 5 | 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) |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 7 | 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 |
| 8 | Back filling(Stone filling) behind R/Wall, abutment, wing wall etc including supply of stones. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 10 | Foundations, footings, bases of columns etc. for mass concrete |
| 11 | Walls (any thickness) incl attached pilasters, buttresses, plinth and string course etc |
| 12 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non Pressure NP3 Clause (Medium duty) 1000 mm dia. R.C.C. pipe |
| 13 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 14 | Taking out existing CC interlocking paver blocks from footpath/central verge incl removal of mortar etc. disposal of unserviceable material to the dumping ground and stacking of serviceable material within 50m lead as per direction of Engineer-in-charge. |
| 15 | Providing, laying, spreading & compacting River bed material 300 mm thick in stretches including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber as per complete Technical specifications and directions of Engineer-in-charge |
| 16 | Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and incl 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc all complete as per the direction of engineer-in-charge. |
| 17 | Providing / Laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, driveways or light traffic parking etc of required strength , thickness and size/shape , made by table vibratory method using PU mould , laid in required colour & pattern over 50 mm thick compacted bed of sand , compacting and proper embedding / laying of interlocking paver blocks into the sand bedding layer through vibrarory compaction by using plate vibrator , filling the joints with sand and cutting of paver blocks as per required size and pattern , finishing and sweeping extra sand complete all as per directions of Engineer-in- charge (80 mm thick C.C. paver block of M-30 grade with approved color design and pattern) |
| 18 | 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 |
| 19 | Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. |
| 20 | Sand for an av. 55 Kms disntace. |
| 21 | Stone Aggregate 40 mm above for an av. 10 Kms disntace. |
| 22 | Bajree for av. Distance of 10 km |
| 23 | Stone for an av. 05 km distance Total in Figures 2399824.42 2399824.42 INR Twenty Three Lakh Ninety Nine Thousand Eight Hundred & Twenty Four and Paise Forty Two 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 |
