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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority :- EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD B&R JALANDHAR Name of Work :- DNIT FOR CONSTRUCTION OF CREMATION GROUND IN HARNAMDAS PURA JALANDHAR UNDER MPLADS SCHEME. Contract No: Civil Works 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. Work Name Item Code / Make Quantity Units Estimated Rate 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 TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | i) CIVIL WORKS:- |
| 3 | Earth work in excavation in foundations, trenches etc. in all kinds 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 masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 4 | Cement Concrete 1:5:10 with stone ballast of size. 40 mm gauge using mechanical mixer. |
| 5 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 6 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 7 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 8 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering ) |
| 9 | Centering and shuttering for columns (Square or ractangular or poly gonal in plain) |
| 10 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. |
| 11 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 12 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. |
| 13 | 20mm thick cement plaster damp proof course 1;3 with two coats of bitumen |
| 14 | Damp proof course 4cm thick of cement concrete 1:2:4 with two coat of bitumen 20/30 pentration at 1.65 kg/sqm laid hot & sanded |
| 15 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. |
| 16 | 12.5 mm thick cement plaster 1:4. |
| 17 | 20 mm thick cement plaster 1:4. |
| 18 | 12.5 mm thick cement plaster 1:5 |
| 19 | 20 mm thick cement plaster 1:5 |
| 20 | Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (If fixed on wall face clamp to be paid separatly as per respective item) |
| 21 | Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. |
| 22 | Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in charge. |
| 23 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 24 | Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on- edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. |
| 25 | Providing and fixing in position gratings 100mm x 100mm for gully trap.PVC grating |
| 26 | Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 25mm mud plaster, 75 mm mud filling on another layer of 25 mm mud plaster including two coats of bitumen laid hot @ 1.65 Kg. per Sqm. on top of R.C.C slab including grouting with cement |
| 27 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 28 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taken only from outside the premises laying in plinth in 15 cm layers including ramming, watering and consolidating including all leads. |
| 29 | Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. |
| 30 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate and 100mm sand filling |
| 31 | Conglomerate floor 50 mm thick cement concrete topping 1;2;4 using mechanical mixer for mixing of material |
| 32 | Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two coats to get required finish. |
| 33 | Distempering with Acrylic washable oil bound distemper (of approved manufacture) two coats over one priming coat to give an even shade. |
| 34 | Wall painting with plastic emulsion paint of approved brand and manufacturer to give an even shade (two or more coats) |
| 35 | Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two coats applied @ 1.43litre/10 sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 sqm |
| 36 | ii) Dismantling of existing structure of Temprary hall |
| 37 | Dismantling brick work tile, masonry or tile lining In cement |
| 38 | Stripping and stacking slate or tiles of a roof. |
| 39 | Dismantling reinforced brick work including cutting, cleaning and straightening of bars. |
| 40 | Dismantling cement conglomerate floors 25mm to 50mm thick without concrete base |
| 41 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, weldingetc. including dismembering and stacking within 50 metres lead. |
| 42 | Dismantling asbestos cement celotax or otherhard board ceiling or partition walls including supporting timber |
| 43 | Disposal of malba including loading and unloading |
| 44 | Credit of Old Material |
| 45 | Credit of Old Bricks |
| 46 | Credit of Old Brick tiles |
| 47 | Credit of Brick bats Total in Figures 4926391.0 4926390.0 INR Forty Nine Lakh Twenty Six Thousand Three Hundred & Ninety 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 |
