Items - Special repair of damaged para bola (cantilever portion) Library Building i/c beam repair etc. at SDC
| Percentage BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.0 | Percentage | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, At Par, Excess (+), Less (-) | IOCL | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: University Engineer, Engineering Department, University of Delhi. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work: -Special repair of damaged para bola (cantilever portion) Library Building i/c beam repair etc. at SDC | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Contract No: SC/ET-6880 /DU/M-05 (2025-26) dated:- 25-08-2025 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Bidder Name : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 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 ) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 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 | 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 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand). | BI01010001010000000000000515BI0100001112 | 200.00 | sqm | 318.95 | Excess(+) | 1 | Full Conversion | INR | 63790.00 | 63790.00 | INR Sixty Three Thousand Seven Hundred & Ninety Only | ||||||||||||||||||||||||||||||||||||||||||
| 2 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing | BI01010001010000000000000515BI0100001113 | 300.00 | Sqm | 285.40 | Excess(+) | 1 | Full Conversion | INR | 85620.00 | 85620.00 | INR Eighty Five Thousand Six Hundred & Twenty Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
| 3 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | BI01010001010000000000000515BI0100001114 | 2500.00 | sqm | 164.70 | Excess(+) | 1 | Full Conversion | INR | 411750.00 | 411750.00 | INR Four Lakh Eleven Thousand Seven Hundred & Fifty Only | ||||||||||||||||||||||||||||||||||||||||||
| 4 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | BI01010001010000000000000515BI0100001115 | 150.00 | sqm | 115.15 | Excess(+) | 1 | Full Conversion | INR | 17272.50 | 17272.50 | INR Seventeen Thousand Two Hundred & Seventy Two and Paise Fifty Only | ||||||||||||||||||||||||||||||||||||||||||
| 5 | P/f light weight material scarrolding to reach terrace level from ground floor i/c canopy, sloped roof and maintain top level to make working platform as directed by Engineer in charge. (hight of the scaffolding shall be 20 to 25 mtr top area shall be measured for payment.) | BI01010001010000000000000515BI0100001116 | 290.00 | sqm | 1700.00 | Excess(+) | 1 | Full Conversion | INR | 493000.00 | 493000.00 | INR Four Lakh Ninety Three Thousand Only | ||||||||||||||||||||||||||||||||||||||||||
| 6 | Making stage with 25 mm ply i/c necessary horizontal sport with nails and screws to get working plateform under parabola (repair) | BI01010001010000000000000515BI0100001117 | 289.00 | sqm | 693.05 | Excess(+) | 1 | Full Conversion | INR | 200291.45 | 200291.45 | INR Two Lakh Two Hundred & Ninety One and Paise Forty Five Only | ||||||||||||||||||||||||||||||||||||||||||
| 7 | Taking out all temporary structure at ground floor to locket scaffolding for repair for beams. | BI01010001010000000000000515BI0100001118 | 3.00 | Job | 8000.00 | Excess(+) | 1 | Full Conversion | INR | 24000.00 | 24000.00 | INR Twenty Four Thousand Only | ||||||||||||||||||||||||||||||||||||||||||
| 8 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S.clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | BI01010001010000000000000515BI0100001119 | 890.00 | sqm | 257.95 | Excess(+) | 1 | Full Conversion | INR | 229575.50 | 229575.50 | INR Two Lakh Twenty Nine Thousand Five Hundred & Seventy Five and Paise Fifty Only | ||||||||||||||||||||||||||||||||||||||||||
| 9 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | BI01010001010000000000000515BI0100001120 | 50.00 | cum | 138.85 | Excess(+) | 1 | Full Conversion | INR | 6942.50 | 6942.50 | INR Six Thousand Nine Hundred & Forty Two and Paise Fifty Only | ||||||||||||||||||||||||||||||||||||||||||
| 10 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. | BI01010001010000000000000515BI0100001121 | ||||||||||||||||||||||||||||||||||||||||||||||||||||
| 10.01 | 50mm thick in Grade M 25 with cement content not less than 330 kg per cum | BI01010001010000000000000515BI0100001122 | 600.00 | sqm | 1009.70 | Excess(+) | 1 | Full Conversion | INR | 605820.00 | 605820.00 | INR Six Lakh Five Thousand Eight Hundred & Twenty Only | ||||||||||||||||||||||||||||||||||||||||||
| 10.02 | 75mm thick in Grade M 25 with cement content not less than 330 kg per cum | BI01010001010000000000000515BI0100001123 | 720.00 | Sqm | 1445.30 | Excess(+) | 1 | Full Conversion | INR | 1040616.00 | 1040616.00 | INR Ten Lakh Forty Thousand Six Hundred & Sixteen Only | ||||||||||||||||||||||||||||||||||||||||||
| 11 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. | BI01010001010000000000000515BI0100001124 | 800.00 | Sqm | 801.70 | Excess(+) | 1 | Full Conversion | INR | 641360.00 | 641360.00 | INR Six Lakh Forty One Thousand Three Hundred & Sixty Only | ||||||||||||||||||||||||||||||||||||||||||
| Total in Figures | 3820037.95 | 3820037.95 | INR Thirty Eight Lakh Twenty Thousand &Thirty Seven and Paise Ninety Five Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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