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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR CIL Hide Select GST Registered Bidder under regular scheme GST Registered Bidder under composition scheme GST Unregistered Bidder Not Applicable Tender Inviting Authority: Staff Officer (Civil), WCL, Majri Area. Name of the Work / Contract No: Making of temporary WBM approach road and repairing of existing road at Yekona-I OCM under Amalgamated Yekonai Sub Area of Majri Area / ma9511cive004-26-27/077 Dated 16.05.2026 / Sr. No.04. . Category of services (To be selected by department) Category of bidder (To be selected by bidder) To be entered by department Service Tax Category ( To Be Selected by Bidder) ITC Available Works Contract Bidder's status (mandatory) Rate of GST (in %) Total GST(in Rs.) GST to be paid by bidder (in Rs.) GST to be paid by WCL (in Rs.) Name of the Bidder/ Bidding Firm / Company : Select 18.0 0.0 0.0 0.0 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 # S. No. Item Description 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 inRs. P TOTAL AMOUNT With Taxes Total amount in words |
| 2 | Granular Sub-base with Well Graded Material (CBR>30 or more)(Table:-400-1& Table 400-2)Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR > 30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of specification. plant mix method for grading-I material |
| 3 | Granular Sub-base with Well Graded Material (CBR>30 or more)(Table:-400-1& Table 400-2)Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR > 30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of specification. plant mix method for grading-II material |
| 4 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonees in stages to proper grade and chamber, applying and brooming requisite type of spreening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification by mechanical means grading-I (63 to 45mm) using Screening Type-A (13.2mm Agg.) |
| 5 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonees in stages to proper grade and chamber, applying and brooming requisite type of spreening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification by mechanical means grading-II (53 to 22.4mm) (a) using Screening Type-B(11.2mm Agg.) |
| 6 | Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope &camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. Earthen Shoulders (CBR value >7) |
| 7 | Providing and applying tack coat with low viscosity bitumen of VG 10 grade using bitumen pressure sprayer on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.(i) @ 0.25 kg per sqm (normal bituminous surfaces) |
| 8 | Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects.a) Using Batch Mix Pint of appropriate capacity and Paver finisher Hydraustatic with Sensor. (i) for Grading 1(40 mm nominal size) |
| 9 | Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes /hour.)Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm. (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity & finishing to required level and grade all complete as per clause 508 of specifications.a) with 60/70 butumen (VG-30)(i) Type-A (Bitumen@ 22 kg per 10 sqm) |
| 10 | Providing and fixing heavy duty plastic moulded speed breaker with reflecters including drilling holes and fixing with anchor bolts complete as per direction of engineer in Charge |
| 11 | Providing and laying seal coat sealing the voids in a bitumijnous surface laid to the specified levels, grade and cross fall using Type A and B seal coats all complete as per clause 511 of specification. (i) Case-I : Type A Providing and laying of liquid seal coat comprising of an application of layer of bitumen binder followed by a caver of story chips. All complete as per clause 511 of specification. |
| 12 | Total impact of GST for the purpose of CTC Total in Figures 1395559.14 1395559.14 INR Thirteen Lakh Ninety Five Thousand Five Hundred & Fifty Nine and Paise Fourteen 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 |
