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| 1 | NOTE: Schedule ‘A’ Part - I to Part -IX are Prepriced by MES. Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 |
| 2 | Total amount of Sch 'A' Part - I (BUILDING AND UNDER GROUND RCC SUMP) |
| 3 | Total amount of Sch 'A' Part - II (EXCAVATION & EARTH WORK) |
| 4 | Total amount of Sch 'A' Part - III (INTERNAL WATER SUPPLY) |
| 5 | Total amount of Sch ‘A’ Part - IV(INTERNAL ELECTRIFICATION WORKS) |
| 6 | Total amount of Sch ‘A’ Part - V (EXTERNAL WATER SUPPLY) |
| 7 | Total amount of Sch ‘A’ Part - VI (EXTERNAL ELECTRIFICATION WORKS) |
| 8 | SCH 'A PART - VII (Miscellaneous B/R and E/M works for Sch 'A' Part-II to Part-VI)Note: This schedule is not pre-priced by MES and the rate indicated as \\"Rs 0.00\\" under Col 5 signifies this fact only |
| 9 | Material, labour and T&P (as required) for trial borewell by down the hole (DTH)/ Rotary drilling method of 300mm dia upto 150 metre depth below the ground level in any kind of soil strata including hardrock, boulder, etc. |
| 10 | Material and labour for yeild test for the borewell by continously pumping for 16 hours to determine safe pumping yield using 'V' notch constructed at site and submitting the test report complete all as specified and as directed. |
| 11 | Chemical/ bacteriological analysis (32 parametrs) and potability test of water obtained from borewell as perf IS 10500:2012 from approved lab and submitting the report in triplicate. |
| 12 | Note for Item No 9 to 11 above:-(A) 1 No. trial bore shall be carried out at location pointed at CGWB report for karu Stn as directed by GE. If possibility of water is seen then the bore will resume.(B) The cost of necessary fuel, lubricant and chemical extra required for construction of work shall be deemed to be included in the unit rate quoted by the tenderer and nothing extra shall be paid for these items.(C) The Contractor shall execute the borewell work first. Only after successful development of Borewell, execution of rest of the work as per BOQ shall be undertaken complete all as directed.(D) (a) In case of sufficient yield and potable water quality, trial bore will be developed as per the BOQ.(b) In case of insufficient yield, trial bore will be abandoned.Note : Contractor will be paid for Item No 9 & 10 of BOQ & the contract will be FORECLOSED. (c) In case of Non Potable water Quality, Trial Bore will abandoned. Note : Contractor will be paid for item no 9 to 11 of BOQ & the contract will be foreclosed. |
| 13 | Reaming of borewell from 300mm to 410 mm drilling using suitable method by riverse rig method or auguring by hammering or any other suitable drilling method or any approved method at site below ground level in any kind of soil strata incl hard stone/boulder complete all as specified in IS 2800 and as directed. |
| 14 | Material and labour & T&P (as required) for development of trial bore/ enlarging of borehole for tubewell by way of washing and making cavity down below and back wash with heavy duty compressor suitable for 410mm bore hole and upto the depth of 150 metre below ground level in any type of soil/ground strata, until the sand free water obtained all as specified and directed Note :- The submersible pump/compressor and other eqpts shall be arranged by the Contractor and cost of FOL for running the compressor is deemed to be included in the item rate. |
| 15 | Supply and fixing Well cap & Clamp of 250mm dia and 160 mm depth in two parts made out of 6 mm thick MS plate for covering & holding of column pipe fabricated to handle flanged 250 mm dia column pipe with 80 mm GI delivery pipe with tube well duly welded with locking arrangement by nut & bolts making holes for passing 2 run of 16 sq mm flat submersible cable, steel wire rope/chain complete all as specifed and as directed. Note :- For 2 X trial borewell of 50 Rm each at 2 X different location at Karu Mil Station as directed by GE. |
| 16 | Sample of strata box made out of 20mm thick veneered particles board and 12mm thick plywood with 25mmx25mm aluminium angle 2mm thick base overall length 1200mmx 750mmx100mm with front glass sheet sliding type cover with aluminium frame all around with 02 Nos key holes plates of size 40mmx25mm and 3mm thick complete showing name of tube well location and starta chart of ground data showing different type of starta and selection of casing pipe complete all as specified and directed including painting of synthetic enamelled paint over a coat of wood primer. Note :- For 1x trial borewell of upto 50 Rm each at Karu Militray Station as directed by GE. |
| 17 | Supplying, assembleing, lowering, fixing and levelling of 250mm nominal bore (wall thickness 8mm) MS ERW, ISI marked casing blank pipe as per IS-4270-2001 and jointing with electric arc welding, random length of 3 to 6 mtr including necessary fittings such as 250mm long MS sleeves of suitable size, steel sockets, coupling, jointing and painting with two coats of bituminous paint of external surfaces of pipe over a coat of red oxide zinc chrome primer after preparation of surface upto depth of 50 metre below ground level, complete all as specified and directed. |
| 18 | Supplying, assembling and lowering 250mm nominal bore MS heavy duty ERW fine cut having wall thickness 8mm slotted/strainer pipe conforming to IS 4270-1992 with slot of suitable size and number as per location of intermediate aquifiers complete all as specified and as directed. |
| 19 | Supply and fixing of MS Flat iron 50x6mm for joints at random size of 250mm MS ERW Pipe from 3 to 6 mtrs with arc weld, complete all as specified and as directed. |
| 20 | Supply and fixing MS Casing shoe (to be welded with MS ERW casing pipe of 250 mm nominal bore) suitable for DTH ODEX drilling complete all as specified and directed. |
| 21 | Supply and fixing in position MS housing clamp 115 cm x 20 cm x 2 cm made of MS flat with nuts, bolts and washers etc suitable for 250mm nominal bore MS pipe above ground level complete all as specified and directed. |
| 22 | Supply, fixing and lowering bail plug, suitable for 250 mm bore plain pipe thickness 8 mm complete with welding and painting of pipes complete all as specified and directed Please Enable Macros to View BoQ information |
| 23 | Supply, fixing and lowering bail plug, suitable for 250 mm bore plain pipe thickness 8 mm complete with welding and painting of pipes complete all as specified and directed Please Enable Macros to View BoQ information |
