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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: Rural Engineering Wing Budgam Name of work :- C/O COMMUNITY SOAK PIT AT ________________________ (AS PER ENIT) Scheme: SBM-G-PII Contract No: of 2025-26 DATED: Adv cost =Rs 1.68 Lacs 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 # S.No. Item Description 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 manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m 2 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 |
| 3 | Providing/Laying Stone soling Nallah hand packed on level in foundation trenches excluding carriages of Stones. |
| 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: (1:4:8 ) stone aggregate 40mm nominal size aggregate. |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. |
| 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 7 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 8 | P/A 12mm thick cement plaster 1:6 (1cement:6fine sand) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 10 | Providing and laying in position 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | P/F of PVC Pipe (Type-B) 100 mm OD in proper gradient in excavated trenches including jointing and refilling the excavated material complete including the cost of excavation. |
| 13 | P/F of PVC Pipe fittings/Nahani Trap of standard quality 100 mm OD |
| 14 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with PVC heavy duty lid with frame , foundation concrete 1:4:8 mix ,inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement complete as per standard design : |
| 15 | P/F of PVC Heavy Duty Lid with frame 300x300 mm inside |
| 16 | P/F of PVC Heavy Duty Lid with Frame 600mm x 600 mm inside |
| 17 | Carraige of Fine Aggregate from Source to Site. 20 Km |
| 18 | Carraige of Coarse Aggregate from Source to Site. 20 Km |
| 19 | Carraige of Stone Soling from Source to Site. 20 Km |
| 20 | Carraige of Bricks from Source to Site. 20 Km |
| 21 | Add provision for cost of photographs & Citizen Information Board. Total in Figures Excess(+) 1.0 Full Conversion INR 165000.01 165000.01 INR One Lakh Sixty Five Thousand and Paise One Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
