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E-IN-C BRANCH - MILITARY ENGINEER SERVICES||ADG (OF and DRDO) AND CE (R and D) DELHI- MES||GE(I) R and D Chandipur - MES
E-IN-C BRANCH - MILITARY ENGINEER SERVICES||ADG (OF and DRDO) AND CE (R and D) DELHI- MES||GE(I) R and D Chandipur - MES
Garrison Engineer
Odisha QTY :

Items - EXTENSION OF PP BLDG FOR AUGMENTATION OF TECHNICAL FACILITIES AT ITR CHANDIPUR BLDG NO 03

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Tender Inviting Authority: GE (I) R&D CHANDIPUR
Name of Work: Extension of PP building for augmentation of technical facilities at ITR Chandipur (Bldg No. - 03)
Job No: 3033/JO/01/25-26/E3
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SCHEDULE 'A' (BOQ)
Sl. No.Description of Work / ItemItem Code / MakeNumber or QuantityUnitsEstimated RateAddition / DeductionAddition / Deduction ValuesCurrency Convertion against each ItemQuoted Currency in INR / Other CurrencyBASIC RATE (including all Taxes as specified in tender Documents) In Figures To be entered by the Bidder Rs. Ps. Excise DutyVATFreight Charges ( Unloading & Stacking)Any Other Taxes/Duties/LeviesOther Taxes 2IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service TaxLess for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without TaxesTOTAL AMOUNT With TaxesTOTAL AMOUNT In Words
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1Mobilization & demobilization of Geo technical investigation equipments with all materials, Labour and T&P etc. from office to site to site and Boring 150/100mm dia bore holes at various locations including collecting sample for SPT at every 3.0m interval in normal or at every stage of any change of soil strata except disintegrated rock, sub-rock, hard rock etc. including refilling and reinstating surface and disposing off surplus material. (01 Nos of bore holes upto 10 mtr depth each or upto refusal strata) and (a) Collection of Undistributed and distributed samples of soil from bore hole as per relevant IS and provision of air tight containers for packing and transporting to lab and conducting laborotary tests (Sieve analysis, Atterberg's Limit, Specific Gravity, Field Moisture content, Bulk density, Differtial free swell index, Direct shear test) on collected soil sample as per relevant IS Code. (b) To conduct Standard penetration test (SPT) at different location as per relevant IS. (c) Chemical analysis of soil as well as water to determine aggressiveness to attack on concrete/reinorcement inlcuding determination of pH value as per relevent IS Code. (d) Preparation and submission of final report with comprehensive record of investigation, test report and recommendation of the following :- (i) Type of foundation required based on soil profile. (ii) Pile capacities with calculaltions for both long pile and underremed piles of required dia and for both frictional resistance and end resistance shall be also be given separately. (iii) Recommendations regarding type of cement to be used. (iv) Recommendations to safeguard if chloride content is high. ITEM NO-11.00Each100.0000Excess(+)1Full ConversionINR0.000.00INR Zero Only1.01Supplying, Conveying and fixing spls. Including eartitem1123.223Nos
Total in Figures0.000.00INR Zero Only4Construction of chamber for 100mm sluice platesitem510Nos
Quoted Rate in FiguresSelect0.00000.0000 Zero Only
Quoted Rate in WordsINR Zero Only