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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Executive Engineer, Fazilka Canal & ground water Division, WRD Punjab, Ferozepur. Name of Work:Estimate for Lining of Watercourse of Outlet RD 909/L of Mauzam Minor by Brick Masonry of Village Ojhan wali Distt Fazilka Contract No: 01632 292604 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 # SRNo. Item Description Item Code / Make Aprox. 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 Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods |
| 3 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. |
| 4 | Dressing of New Earthwork |
| 5 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. |
| 6 | Re-handling of earthwork recently executed |
| 7 | Dag belling single kassi stroke minimum 7.5 cm depth. |
| 8 | Dressing of Bed and preparation of sub grade for lining. |
| 9 | Earth work in excavation in foundations, trenches etc. in allkinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. |
| 10 | Dismentalling Of Brick Work |
| 11 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls |
| 12 | 10mm thick Cement Plaster 1:4 ( for side walls ) |
| 13 | 10mm thick Cement Plaster 1:4 ( for Floors& Top ) |
| 14 | Supply & laying Dry Brick Bats |
| 15 | Centering and shuttering for faces of concrete |
| 16 | RCC work hand mixed 1:2:4 for slab including steel reinforcement. |
| 17 | Fixing of RCC Frame in Nakka |
| 18 | Supplying of RCC Shutter with One Extra Frame for Nakka and Branch Offtakes |
| 19 | Cement Concrete 1:3:6 for CONCRETE bed |
| 20 | Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes. |
| 21 | LDPE film of 100 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge. |
| 22 | Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. |
| 23 | Filling contraction joints with special impervious hot pour . |
| 24 | Filling expansion joints with special impervious hot pour 12.5 mm wide. |
| 25 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of bed and Side wall finished smooth, where specially specified.. |
| 26 | Providing & Laying Brick Ballast |
| 27 | Providing & laying Cement Concrete 1:6:12 |
| 28 | Providing,lowering,jointing & cutting of RCC pipes 400 mm dia into trenches & laying same to correct alignment. |
| 29 | Any Other Item Total in Figures 0.0 0.0 INR Zero Only Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
