Items - Providing Pavement Quality Concrete for Development of MDL yard inside wharf area - Re Tender
| Item Rate BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver4.0 | Item Rate | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, Excess (+), Less (-) | Less (-) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: Office of the EE(C),Technical Cell, Civil Engineering Department, NMPA, Panambur, Mangalore, Karnataka-575010 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work:Providing Pavement Quality Concrete for Development of MDL yard inside wharf area - Re Tender | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Contract No: CIVIL/CE(C)/EE(C)/45/2025-26 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 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) 1) GST as applicable will be paid separately in the Tax invoice. 2) Contractor shall file the applicable returns with Tax department in time and submit the same as documentary evidence. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Sl. No. | Item Description | 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 Without Taxes | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 53 | 54 | 55 |
| 1.01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenances required to complete the work. In all kinds of soils Depth upto 1.5 m | itemH1Code1 | 9348.000 | Cum | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
| 1.02 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils Depth upto 3 m. | 2818.000 | Cum | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.03 | Providing and filling in foundation with granite / trap broken metal 100mm and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications | 1018.000 | Cum | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.04 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | 622.000 | Cum | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.05 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, cost of centering, shuttering, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | 676.000 | Cum | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.06 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, cost of centering, shuttering, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) | 1976.000 | Cum | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.07 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/ welding joints, tying with binding wire / soft annealed steel wire and other ancillary operations complete as per drawing and technical specification. | 243.550 | MT | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.08 | Construction of Embankment by excavating the approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour ,rolling, water,all materials, usage & all other appurtenances required to complete the work | 1971.000 | Cum | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.09 | Construction of Granular Sub-Base By Mix in Place Method of required grading as per design spreading in uniform layers with JCB on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material | 2780.000 | Cum | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with manual, compacting with 8-10 t vibratory roller, finishing and curing | 1390.000 | Cum | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.11 | Construction of M40 Grade OPC @ 420 kg/m3un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with screed vibrator, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, steel channels, finishing to lines and grades as per drawing | 2872.000 | Cum | 1.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| Total in Figures | 0.00 | 0.00 | INR Zero Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | 0.0000 | 0.0000 | Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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