Items - SOIL INVESTIGATION AND TOPOGRAPHICAL SURVEY FOR ADDN/ALTN AND UPGRADATION OF SHOPPING COMPLEX AT BATHINDA MIL STN
| BoQ_Ver3.0 | Item Rate | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, Excess (+), Less (-) | Less (-) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Job Inviting Authority: GARRISION ENGINEER (PROJECT) BATHINDA | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work : Soil Investigation and Topographical survey for “Addn/Altn and upgradation of shopping complex at Bathinda Mil Stn” (Job No 81SA/BTD/AMWP-01/2025-26) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| NIT NO : 3007/JOB SOIL/2025-26/01/E3 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 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 ) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Ser. No. | Description of Jobs | Item Code / Make | Quantity | Accounting Unit | Estimated Rate in Rs. 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 in Rs. P | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 3 | 4 | 5 | 7 | 8 | 9 | 10 | 11 | 12 | 5 | 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 | 6 | 7 |
| 0.00 | SCHEDULE 'A' CONSULTANCY SERVICES | BI01010001010000000000000515BI0100001112 | 1 | Construction of chamber for 100mm sluices valve | item1 | 10 | 1 Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| 1.00 | Soil Investigation is to be carried out as per IS-1892 Bore hole dia shall be 150mm. Depth of bore shall be decided as per the soil condition and may be taken 15M or N value reaches 50, whichever is earlier. | 5 | Per bore hole | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 1.01 | Note:Under this test following results also be provided: (a) Grain size analysis, identification & classification of soil. (b) Unit weight (bulk density), natural moisture content, liquid limit, plastic limit. Shrinkage limit, plasticity index, specific gravity. (c) Dry density, degree of saturation of soil. (d) Free swelling index & swelling pressure if expansive soil is encountered. (e) Shear parameters (C- analysis). (f) Consolidation test & permeability test. (g) Depth of water table below ground level. (h) Presence of loose soil. If any and its depth. (j) If weak soil with lesser N value as specification in table-1 of IS 1893 (Part-) 2016 is encountered then evaluation of liquefaction potential shall be assessed and remedial action to be adopted shall be specified. (h) SPT test shall be done at 1.0m interval. (j) Recommendation for filling under floor and filling under protection including plinth protection. (k) For open foundation, calculation of net SBC at 1.5m, 2m,2.5m, 3.0m from shear as well as SPT value settlement criteria SBC values shall be calculated based on C- analysis as well as SPT value. For calculation formula given in IS 6403 shall be used. (l) Recommendation regarding type of foundation to be adopted & net SBC/Pile capacity to be adopted. Also, recommendation shall be given regarding stability of soil and soil stabilization required, if any. (m) Bore log details shall be as per Appx 'D' of IS 1892 N values depth wise shall also be shown in bore log details. Bore log details shall be signed by GE, AGE & soil consultant. (n) Undistrubed soil samples shall be collected at 1.5m inveral and at change of strata. (o) Shear Strength using Direct Shear or Tri-axial Test. | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||
| 2.00 | Chemical analysis of soil and recommendation and type of cement to be used for RCC foundation | 1 | Each | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 3.00 | Chemical analysis of ground water (Ground water to obtained from bottom of bore hole) | 1 | Each | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 4.00 | Topographical survey with total station instrument for site showing all natural and man made features on the site, preparation plans (maps) showing all permanent features, incl buildings, large trees, pucca & kacha nullas, ditches, nearby road/approaches, railway track, culverts, over transmission lines, ridges, boundary wall, fencing, demarcation line & levels @ 5m x 5m grid and estimating earthwork complete, including submission of topo maps and deatils earth work calculation according to Simpsons rule, 06 copies spirally binded alongwith hard and soft copy | 2.50 | Acre | 0.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||
| 4.01 | Note :- (a) Bore hole position duly marked on plan and their distance from adjacent prominent reference points. (b) Plan size of bldgs shall also be marked in the plan. This plan shall be signed by GE, AGE and soil consultant. (c) Color photograph of A4 size photo paper of the site with the locations of the bore holes duly flagged should be submitted. The photographs should also preferably include and reference structure and in indentification of the same be marked. (d) A CD containing video evidence of the depth of each borehole and machinery deployed at site location will be provided which is inclusive in above quoated rate. (e) Soil investigation report to be provide 06 copies spirally binded alongwith hard and soft copy. | 0 | ||||||||||||||||||||||||||||||||||||||||||||||||||||
| Total in Figures | 0.00 | 0.00 | ||||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | 0.0000 | 0.0000 | Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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