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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 Restoration of Damaged Lining Portion of Old Chhanga Disty Rd 0-68000, Mamdot Disty Rd 0-56975 and New Chhanga Disty Rd 0-27500. 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 | Ordinary Jungle clearance of both banks of running distributries, minors and drains with discharge upto 9 cum/s including boundry road:- (a) Discharge upto 1.5 cum/s |
| 3 | Ordinary Jungle clearance of both banks of running distributries, minors and drains with discharge upto 9 cum/s including boundry road:- (b) Discharge exceeding 1.5 cum/s but upto 4.5 cum/s |
| 4 | Ordinary Jungle clearance of both banks of running distributries, minors and drains with discharge upto 9 cum/s including boundry road:- (c) Discharge exceeding 4.5 cum/s |
| 5 | Excavation of soil using excavator and hydraulic tractor trolly i/c cutting and loading in trolley and transporting to the embankment all locations including all lifts and leads excluding royalty. |
| 6 | Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 7 | E/Work for lip cutting of irrigation Channels inclusive of all allowances, lead and dressing (upto 1.50 mtr depth) |
| 8 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. |
| 9 | Dressing bed and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. |
| 10 | Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. |
| 11 | Single layer brick lining for irrigation channels (Distributaries and minors) or section of all depths consisting of first layer of 12.5mm thick cement plaster 1:5 on subgrade and finished, second layer of 10mm thick cement plaster 1:3 properly rendered and finished, 75 mm bricks laid in 1:3 cement sand mortar over second layer (In side slopes for all sections) |
| 12 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 as per PWD specifications i/c supply of material complete in all respect. |
| 13 | 12.5 mm thick cement plaster 1:5 |
| 14 | Extra for compensation of ordinary earth taken from private land |
| 15 | Earth work involved in dismantling gullet walls of outlets for adjusting 'Y' of A.P.M. or 'B' of open flume outlets:- b) With 'H' more than 0.5 mtr but upto 0.9 mtr |
| 16 | Earth work involved in dismantling gullet walls of outlets for adjusting 'Y' of A.P.M. or 'B' of open flume outlets:- b) With 'H' more than 0.9 mtr but upto 1.10 mtr |
| 17 | Dismantling outlets including emoval of dismantled material involving lead upto 100 meters. (a) Pipe or barrel type outlets Channel discharge above 1.5 cums but upto 3.0 cum/s. |
| 18 | Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. With 'H' more than 0.5 m. but upto 0.9m |
| 19 | Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. With 'H' more than 0.9 m. but upto 1.1 m |
| 20 | Earth work for dismantling or construction of new pipe or barrel type outlets (including excavation, refilling, consolidation and dressing. Channel discharge above 1.5 cums but upto 3.0 cum/s. |
| 21 | Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outlets With 'H' more than 0.5 m. but upto 0.9m |
| 22 | Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outlets With 'H' more than 0.9 m. but upto 1.1m |
| 23 | Adjusting A.P.M. to the correct 'Y' and fixing in position in case of outlets where dismantling and reconstructing of gullet walls is involved without change in width of gullet i.e. 'B' of the outlet b) With 'H' more than 0.5 mtr but upto 0.9 mtr |
| 24 | Adjusting A.P.M. to the correct 'Y' and fixing in position in case of outlets where dismantling and reconstructing of gullet walls is involved without change in width of gullet i.e. 'B' of the outlet b) With 'H' more than 0.9 mtr but upto 1.10 mtr |
| 25 | Extra Labour for dressing bricks On O.F. and APM type outlets With 'H' upto 0.5 m. |
| 26 | Extra Labour for dressing bricks On O.F. and APM type outlets With 'H' more than 0.5 m. but upto 0.9m |
| 27 | Extra Labour for dressing bricks On O.F. and APM type outlets With 'H' more than 0.9 m. but upto 1.1m |
| 28 | Adjusting APM to the correct 'Y' and fixing in position, In case of new outlet where no dismantling and reconstructing of gullet wall is involved. |
| 29 | Laying Plain Cement Concrete 1:3:6 (M-10) nominal mix in foundation with crshed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 30 | First Class Burnt Brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 31 | 10mm thick Cement Plaster 1:4 |
| 32 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 33 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications. |
| 34 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 35 | Laying iron pipes for outlet upto 150 mm diameter. |
| 36 | Supply of Mild steel flat for fabrication of APM and OF outlet |
| 37 | Fillet welding 6mm wide with High strength steel rods, complete in all respects and to entire satisfaction of Engineer in charge |
| 38 | 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 |
