| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1707718325000 | 0 | None | None | Other Works | 1 Drilling of borewell in ward no 2 | 210198.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2549340 | 78212 | None | code1 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) ( PWD SR 2023-24 Vol- 5 , P.No-139,I No - 12.1) 0 to 50 Mtrs
| Mtr | 370.0 | 370.0 | 50.0 | False | None | None | False | None | False | 18500.0 | 0 | | 2549341 | 78212 | None | code02 | 50 to 100 Mtrs
| Mtr | 464.0 | 464.0 | 50.0 | False | None | None | False | None | False | 23200.0 | 0 | | 2549342 | 78212 | None | code03 | 100 to 150 Mtrs
| Mtr | 493.0 | 493.0 | 50.0 | False | None | None | False | None | False | 24650.0 | 0 | | 2549343 | 78212 | None | code04 | 150 to 200 Mtrs
| Mtr | 572.0 | 572.0 | 50.0 | False | None | None | False | None | False | 28600.0 | 0 | | 2549344 | 78212 | None | code05 | 200 to 250 Mtrs
| Mtr | 671.0 | 671.0 | 15.0 | False | None | None | False | None | False | 10065.0 | 0 | | 2549345 | 78212 | None | code06 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete ( PWD SR 2023-24 Vol- 5 , P.No-140,I No - 12.4)
| Cum | 5446.64 | 5446.64 | 1.0 | False | None | None | False | None | False | 5446.64 | 0 | | 2549346 | 78212 | None | code07 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. ( PWD SR 2023-24 Vol- 5 , P.No-143,I No - 12.32)
| Mtr | 1990.99 | 1990.99 | 50.0 | False | None | None | False | None | False | 99549.5 | 0 | | 2549347 | 78212 | None | code01 | Providing and laying at site of work MS casing caps as per IS 1239 (partII) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge ( PWD SR 2023-24 Vol- 5 , P.No-143,I No - 12.34)
| No | 186.92 | 186.92 | 1.0 | False | None | None | False | None | False | 186.92 | 0 |
| | 1707718325000 | 0 | None | None | Other Works | 2 Construction of chamber for borewell valve in ward no10 | 37048.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2549348 | 78213 | None | code01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar 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 appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ( PWD SR 2023-24 Vol-1P.No -5 I No - 1.4.1 )
| Cum | 249.26 | 249.26 | 1.13 | False | None | None | False | None | False | 281.6638 | 0 | | 2549349 | 78213 | None | code02 | Providing and laying in position plain cement concrete Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) ( PWD SR 2023-24 Vol-1 P.No -15 I No - 2.1.4 )
| Cum | 6403.51 | 6403.51 | 1.13 | False | None | None | False | None | False | 7235.9663 | 0 | | 2549350 | 78213 | None | code03 | Providing and constructing " BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.1 M depth & SFRC cover & frame ( PWD SR 2023-24 Vol-5 , P.No -192,I No - 16.15.2 )
| Cum | 29531.0 | 29531.0 | 1.0 | False | None | None | False | None | False | 29531.0 | 0 |
|
|
|---|