| 1709068086000 | 0 | None | None | Other Works | Providng Exrernal Water supply,CC Road & Drain for construction of 1530(745) Houses for the slum dwellers at Ramanagara assembly constituncy ramanagara District under PMAY-HFA | 16866832.03 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2829852 | 91571 | 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. 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 .complete as per the specification and engineer in charge of work. | Nos | 5288.0 | 5288.0 | 4.0 | False | None | None | False | None | False | 21152.0 | 0 | | 2829853 | 91571 | 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 ) 0 TO 50 MTR | m | 381.1 | 381.1 | 200.0 | False | None | None | False | None | False | 76220.0 | 0 | | 2829854 | 91571 | None | code03 | 50-100 MTR | m | 477.92 | 477.92 | 200.0 | False | None | None | False | None | False | 95584.0 | 0 | | 2829855 | 91571 | None | code04 | 100-150 MTR | m | 507.79 | 507.79 | 200.0 | False | None | None | False | None | False | 101558.0 | 0 | | 2829856 | 91571 | None | code05 | 150-200 MTR | m | 589.16 | 589.16 | 200.0 | False | None | None | False | None | False | 117832.0 | 0 | | 2829857 | 91571 | None | code06 | 200-250 MTR | m | 691.13 | 691.13 | 200.0 | False | None | None | False | None | False | 138226.0 | 0 | | 2829858 | 91571 | None | code07 | 250-300 MTR | m | 762.2 | 762.2 | 200.0 | False | None | None | False | None | False | 152440.0 | 0 | | 2829859 | 91571 | None | code08 | 300-350 MTR | m | 594.04 | 594.04 | 200.0 | False | None | None | False | None | False | 118808.0 | 0 | | 2829860 | 91571 | None | code09 | 350-325 MTR | m | 594.04 | 594.04 | 100.0 | False | None | None | False | None | False | 59404.0 | 0 | | 2829861 | 91571 | None | code10 | Suppling of ISI mark 175 mm nominal bore plain end steel casing pipe - grade of steel Fe 410 of wall thickness 5.4 mm thick confining to IS 4270:2001 and latest amendments electric resistance welded steel tube material and confirming to IS 1387 / 1993 & manufactured by basic open hearth electric or basic oxygen process in random length of 4 to 7 mts. Both ends threaded confinming to IS 554 / 1985, one end fixed with a socket confirming to IS 4270:2001 and the other end with screwed pipes. All pipes shall be resonably free from defects. the tubes shall be reasonably straight should be with ISI marking, weighing 25.10 kg/mtr (inclusive of all taxes and duties) prices include coller medium duty.complete as per the specification and engineer in charge of work. | m | 1990.99 | 1990.99 | 60.0 | False | None | None | False | None | False | 119459.4 | 0 | | 2829862 | 91571 | None | code11 | Providing and fixing MS casing collars as per IS 1239 (part-II) 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 complete as per the specification and engineer in charge of work. | Each | 154.5 | 154.5 | 4.0 | False | None | None | False | None | False | 618.0 | 0 | | 2829863 | 91571 | None | code12 | 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 | Nos | 168.92 | 168.92 | 4.0 | False | None | None | False | None | False | 675.68 | 0 | | 2829864 | 91571 | None | code13 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic complete as per the specification and engineer in charge of work. | m | 1587.23 | 1587.23 | 60.0 | False | None | None | False | None | False | 95233.8 | 0 | | 2829865 | 91571 | None | code14 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. complete as per the specification and engineer in charge of work. | Each | 5617.62 | 5617.62 | 4.0 | False | None | None | False | None | False | 22470.48 | 0 | | 2829866 | 91571 | None | code15 | Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge 20 HP 20 stages- Texmo/Taro or equalents Brands complete as per the specification and engineer in charge of work. | Nos | 83522.7 | 83522.7 | 4.0 | False | None | None | False | None | False | 334090.8 | 0 | | 2829867 | 91571 | None | code16 | Submersible Cable:- Supply of delivery brand new best make PVC insulated cable of flat 3 core (seated) of nominal cross section area confirm in to IS 694/90/ with latest amendment and ISI mark. Finolex/ equalent brand. 1 x 3 x 4 sqmm cable complete as per the specification and engineer in charge of work. | Sqm | 139.05 | 139.05 | 2800.0 | False | None | None | False | None | False | 389340.0 | 0 | | 2829868 | 91571 | None | code17 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 50 mm.complete as per the specification and engineer in charge of work. | Each | 3141.5 | 3141.5 | 232.0 | False | None | None | False | None | False | 728828.0 | 0 | | 2829869 | 91571 | None | code18 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendmentscomplete as per the specification and engineer in charge of work. | Each | 1287.5 | 1287.5 | 24.0 | False | None | None | False | None | False | 30900.0 | 0 | | 2829870 | 91571 | None | code19 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments complete as per the specification and engineer in charge of work. | Each | 1313.25 | 1313.25 | 4.0 | False | None | None | False | None | False | 5253.0 | 0 | | 2829871 | 91571 | None | code20 | KSRB13-6.3-6 : Providing and fixing in position brass gate valve with C.I wheel of approved quality ( screwed end ) 50mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications.complete as per the specification and engineer in charge of work. | Nos | 859.02 | 859.02 | 24.0 | False | None | None | False | None | False | 20616.48 | 0 | | 2829872 | 91571 | None | code21 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase elector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1) DOL Direct Online Starter 2) S-D- Star Delta Starter complete as per the specification and engineer in charge of work. | Nos | 16377.0 | 16377.0 | 4.0 | False | None | None | False | None | False | 65508.0 | 0 | | 2829873 | 91571 | None | code22 | Supply and fixing HRC fuse units base on existing switch/ panel board 32 to 63 Amps complete as per the specification and engineer in charge of work. | Nos | 612.0 | 612.0 | 4.0 | False | None | None | False | None | False | 2448.0 | 0 | | 2829874 | 91571 | None | code23 | Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box.complete as per the specification and engineer in charge of work. | Nos | 1184.0 | 1184.0 | 4.0 | False | None | None | False | None | False | 4736.0 | 0 | | 2829875 | 91571 | None | code24 | Supply and fixing polished wood board made of not less than 15mm thick plank on both sides made out of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs, screws etc. | Nos | 326.13 | 326.13 | 4.0 | False | None | None | False | None | False | 1304.52 | 0 | | 2829876 | 91571 | None | code25 | Supplying and fixing and wiring heavy duty low voltage capacitors conforming to IS 2834, 3 phase 400/440 volts grade, for power factor improvement of rotating machinery, cost per KVAR (b) group B | Kvar | 480.0 | 480.0 | 16.0 | False | None | None | False | None | False | 7680.0 | 0 | | 2829877 | 91571 | None | code26 | Supply and laying of LG UT cable having aluminium conductor PVC insulated, sheathed, galvanized steel wire / steel tap armored cable with PVC over sheathing.. | Mtr | 82.4 | 82.4 | 60.0 | False | None | None | False | None | False | 4944.0 | 0 | | 2829878 | 91571 | None | code27 | sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specific complete as per the specification and engineer in charge of work. | Job | 6695.0 | 6695.0 | 4.0 | False | None | None | False | None | False | 26780.0 | 0 | | 2829879 | 91571 | None | code28 | Supplying, fixing, wiring earth electrode for grounding conducts, I.C. cutouts and other equipments on the meter board using 40mm dia 2.9 mm thick GI pipe 2.5M long buried in a pit. The pit should be filled with equal proportion of salt and charcoal 150 mm alround the pipe to complete depth. the connection from the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc. The pipe shall have 16 through holes of 12 mm dia. complete as per the specification and engineer in charge of work. | Per Job | 3862.5 | 3862.5 | 4.0 | False | None | None | False | None | False | 15450.0 | 0 | | 2829880 | 91571 | None | code29 | Labour Charges ofr laying of 1.1KV class UG cable when supplied agency in existing trench GI pipe/stone ware pipe/ on wall/ on pole as required. In existing trench/ducts 6 sqmm to 16 sqmm | Mtr | 11.88 | 11.88 | 60.0 | False | None | None | False | None | False | 712.8 | 0 | | 2829881 | 91571 | None | code30 | Digging of trench of 0.6m deep x 0.50mtr dua wide refilling the trench to the required ground level and consolidating etc., complete (As per Civil KSRB 1/2 P-7) in Ordinary soil .complete as per the specification and engineer in charge of work. | Rmtr | 76.0 | 76.0 | 120.0 | False | None | None | False | None | False | 9120.0 | 0 | | 2829882 | 91571 | None | code31 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling by mechanical means in cement concrete .complete as per the specification and engineer in charge of work. | Cum | 740.57 | 740.57 | 75.24 | False | None | None | False | None | False | 55720.4868 | 0 | | 2829883 | 91571 | None | code32 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. | Cum | 498.52 | 498.52 | 300.96 | False | None | None | False | None | False | 150034.5792 | 0 | | 2829884 | 91571 | None | code33 | Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778 having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this includes jointing of pipes and fittings with one step solvent cement, trenching, refilling & testing of joints complete.-- 50mm nominal OD pipes (external work) | Mtr | 742.63 | 742.63 | 836.0 | False | None | None | False | None | False | 620838.68 | 0 | | 2829885 | 91571 | None | code34 | Refilling available earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications .complete as per the specification and engineer in charge of work. | Cum | 164.8 | 164.8 | 300.96 | False | None | None | False | None | False | 49598.208 | 0 | | 2829886 | 91571 | None | code35 | 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 nominal size graded crushed coarse aggregates .complete as per the specification and engineer in charge of work. | Cum | 6168.67 | 6168.67 | 75.24 | False | None | None | False | None | False | 464130.7308 | 0 | | 2829887 | 91571 | None | code36 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6512.69 | 6512.69 | 75.24 | False | None | None | False | None | False | 490014.7956 | 0 | | 2829888 | 91571 | None | code37 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling by mechanical means in cement concrete.complete as per the specification and engineer in charge of work. | Cum | 740.57 | 740.57 | 722.16 | False | None | None | False | None | False | 534810.0312 | 0 | | 2829889 | 91571 | None | code38 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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.complete as per the specification and engineer in charge of work. | Cum | 249.26 | 249.26 | 722.16 | False | None | None | False | None | False | 180005.6016 | 0 | | 2829890 | 91571 | None | code39 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.complete as per the specification and engineer in charge of work. | Cum | 488.22 | 488.22 | 722.16 | False | None | None | False | None | False | 352572.9552 | 0 | | 2829891 | 91571 | None | code40 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.complete as per the specification and engineer in charge of work. | Cum | 108.15 | 108.15 | 361.08 | False | None | None | False | None | False | 39050.802 | 0 | | 2829892 | 91571 | None | code41 | 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 nominal size graded crushed coarse aggregates complete as per the specification and engineer in charge of work. | Cum | 6168.67 | 6168.67 | 361.08 | False | None | None | False | None | False | 2227383.3636 | 0 | | 2829893 | 91571 | None | code42 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum sizeof coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. | Cum | 6956.62 | 6956.62 | 361.08 | False | None | None | False | None | False | 2511896.3496 | 0 | | 2829894 | 91571 | None | code43 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of 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.complete as per the specification and engineer in charge of work. | Cum | 249.26 | 249.26 | 571.2 | False | None | None | False | None | False | 142377.312 | 0 | | 2829895 | 91571 | None | code44 | 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 nominal size graded crushed coarse aggregates | Cum | 6168.67 | 6168.67 | 122.4 | False | None | None | False | None | False | 755045.208 | 0 | | 2829896 | 91571 | None | code45 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete as per the specification and engineer in charge of work. | Cum | 8725.74 | 8725.74 | 237.15 | False | None | None | False | None | False | 2069309.241 | 0 | | 2829897 | 91571 | None | code46 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kgs | 81.38 | 81.38 | 22054.0 | False | None | None | False | None | False | 1794754.52 | 0 | | 2829898 | 91571 | None | code47 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)complete as per the specification and engineer in charge of work. | Mtr | 312.0 | 312.0 | 1020.0 | False | None | None | False | None | False | 318240.0 | 0 | | 2829899 | 91571 | None | code48 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding usage of Machinery.curing and lead and lift charges etc.complete as per the specification and engineer in charge of work. | Mtr | 1205.1 | 1205.1 | 1020.0 | False | None | None | False | None | False | 1229202.0 | 0 | | 2829900 | 91571 | None | code49 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacescomplete as per the specification and engineer in charge of work. | Mtr | 112.21 | 112.21 | 1020.0 | False | None | None | False | None | False | 114454.2 | 0 |
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