| 1709188873000 | 1 | None | None | Water supply/sewage lines | Sinking of Borewell OHT near Govt Hospital and laying of 75 mm HDPE pipeline at Ward No 04 and at Sri Tayamma temple near Sunnagara bhatti at Ward No 10 and near Ramayya house in Kadadinni main road of Muchalgudda camp at Ward No 11 and Construction of Mini water Cistern near Hanuman Temple at Ward No 13 and near Hanuman Temple SC colony in Rajeev nagar at Ward No 07 in Sirwar Town | 355849.07 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2856421 | 92736 | None | code01 | 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. | Each | 5552.4 | 5552.4 | 3.0 | False | None | None | False | None | False | 16657.2 | 0 | | 2856422 | 92736 | None | code02 | 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) | m | 388.5 | 388.5 | 150.0 | False | None | None | False | None | False | 58275.0 | 0 | | 2856423 | 92736 | None | code03 | 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) | m | 487.2 | 487.2 | 90.0 | False | None | None | False | None | False | 43848.0 | 0 | | 2856424 | 92736 | None | code04 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc.complete. 6 Kg/m2: 160mm(weight of pipe -3.923 kg) | m | 678.3 | 678.3 | 60.0 | False | None | None | False | None | False | 40698.0 | 0 | | 2856425 | 92736 | None | code05 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 59.4 | False | None | None | False | None | False | 16340.94 | 0 | | 2856426 | 92736 | None | code06 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.
HDPE Grade PE80-PN6.0, 75mm dia | m | 257.25 | 257.25 | 120.0 | False | None | None | False | None | False | 30870.0 | 0 | | 2856427 | 92736 | None | code07 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 59.4 | False | None | None | False | None | False | 9979.2 | 0 | | 2856428 | 92736 | None | code08 | Specials for additional sub estimate | Each | 3000.0 | 3000.0 | 3.0 | False | None | None | False | None | False | 9000.0 | 0 | | 2856429 | 92736 | None | code09 | RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm | Each | 17221.5 | 17221.5 | 2.0 | False | None | None | False | None | False | 34443.0 | 0 | | 2856430 | 92736 | None | code10 | Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually (other than foundation of buildings,culverts, road drains and trenches of pipe lines and cables) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications. Specification No KBS 2.1(a)/2.3.1 | Cum | 313.95 | 313.95 | 7.98 | False | None | None | False | None | False | 2505.321 | 0 | | 2856431 | 92736 | None | code11 | Providing and laying in position plain cement concrete 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)Mix 1:3:6 (M10) Using 40 mm and down size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 1.88 | False | None | None | False | None | False | 11822.286 | 0 | | 2856432 | 92736 | None | code12 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 2.92 | False | None | None | False | None | False | 17203.326 | 0 | | 2856433 | 92736 | None | code13 | Providing Size Stone masonry with hard stone in foundation & plinth
with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 3.88 | False | None | None | False | None | False | 26028.786 | 0 | | 2856434 | 92736 | None | code14 | Providing and laying in position plain cement concrete 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)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 1.9 | False | None | None | False | None | False | 12402.915 | 0 | | 2856435 | 92736 | None | code15 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. | Sqm | 267.75 | 267.75 | 7.78 | False | None | None | False | None | False | 2083.095 | 0 | | 2856436 | 92736 | None | code16 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. | Each | 1976.1 | 1976.1 | 2.0 | False | None | None | False | None | False | 3952.2 | 0 | | 2856437 | 92736 | None | code17 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe: | m | 350.7 | 350.7 | 24.0 | False | None | None | False | None | False | 8416.8 | 0 | | 2856438 | 92736 | None | code18 | Lowering, Laying and Jointing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) for: | m | 110.25 | 110.25 | 12.0 | False | None | None | False | None | False | 1323.0 | 0 | | 2856439 | 92736 | None | code19 | Specials for additional sub estimate | Each | 5000.0 | 5000.0 | 2.0 | False | None | None | False | None | False | 10000.0 | 0 |
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