|
| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority:EXECUTIVE ENGINEER PMGSY DIVISION RAMNAGAR ON BEHALF OF GOVERNOR OF JAMMU AND KASHMIR UT Name of Work: Permanent restoration of 20.00 mtr span single laneThrough type steel motorable bridge in km 5th at RD 150-200 on Perla Chakal to Balota road, Block Dudu Contract No. 20.00 mtr Span 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 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out construction of shoring & bracing, removal of stumps and other deleterious materials and disposal up to a lead of 50 Mtr. dressing of sides and bottoms and back filling in trenches with excavated suitable material.Ordinary Soil 70%, Ordinary Rock 20%, Hard Rock 10%. |
| 3 | Providing concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specifications clause 802, 803, 1202 & 1203 PCC grade M-10 (1:3:6 nominal mix), including all leads, lifts and carriages of materials by MT complete. |
| 4 | Providing /Laying for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802, 803,1202 & 1203 PCC grade M-20 (1:2:4) nominal mix. Using 40mm down size aggregate. |
| 5 | Providing /Laying plain/reinforced cement concrete in superstructure as per drawing and technical specification clauses 800,1205.4 and 1205 RCC M-25 grade (1:1 .5 :3) nominal mix (Using 20mm down size aggregate, including all leads, lifts and carriages of materials by MT complete. |
| 6 | Supplying fitting HYSD bar reinforcement in superstructure complete as per drawing and technical specification clauses 1002, 1010 and 1202 , including all leads, lifts and carriages of materials by MT complete. |
| 7 | Polygonal Rubble Masonry un course brought to course, in laid dry with Nallah Stone, or stone available from earth cutting in Sub-structure, including the cost of bond/ through stone also including the cost of handling re handling, all leads lifts and carriages all complete |
| 8 | Polygonal Rubble masonry uncoursed brought to course, laid in cement mortar 1:6 (1 cement : 6 fine sand), with nallah stone, in substructure, incl. leveling up as specified level with M-5 nominal mix with size of stone aggregate 20 mm nominal including cost of through / Bond stones, including all leads, lifts, carriages, handling and re-handling complete |
| 9 | Back filling behind abutment , wing wall and return wall as per drawings and technical specifications clause 1204.3.8 including all leads, lifts, carriages of materials by MT handling and re-handling complete. (With available stones) |
| 10 | Providing /Laying of boulder apron laid in wire crates with 4mm dia GI wire confirming to IS:280 &IS:4826 IN 100mm mesh(woven diagonally) including 10% exta for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing and technical specification clause 1301 (Incl. Cost of Crates) Total in Figures 1999806.64808 1999806.64808 INR Nineteen Lakh Ninety Nine Thousand Eight Hundred & Six and Paise Sixty 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 |
