| 1708923467000 | 0 | None | None | Water supply/sewage lines | Providing External Water Supply, Borwell, Sump & GLSR for the Construction of 579 houses including infrastructure works at Yallapur Town under PMAY-HFA | 21181263.85 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2807187 | 90410 | None | code01 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank | No | 6720.0 | 6720.0 | 194.0 | False | None | None | False | None | False | 1303680.0 | 0 | | 2807188 | 90410 | None | code02 | Providing and constructing load bearing wall with solid concrete blocks of Size 400x150x200 mm having block density not less than 1800 kg/m3 and having a minimum average compressive strength 4.00 N/mm2 confirming to IS 2185 (Part) : 2005 and constructed with CM 1:4 , as per IS 2572:2005 including cost of all materials, labour charges, scaffolding, curing complete as per specifications | Sqm | 1378.72 | 1378.72 | 500.8 | False | None | None | False | None | False | 690462.976 | 0 | | 2807189 | 90410 | None | code03 | Providing 18 mm cement plaster in two coats under layer 12 mm thick
cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete
as per specifications and as per directions of Engineer in charge | Sqm | 431.2 | 431.2 | 615.82 | False | None | None | False | None | False | 265541.584 | 0 | | 2807190 | 90410 | None | code04 | Earth work excavation for pipelines/cables by Manual means upto 600mm trench width, as per drawing and technical specifications, includingsetting 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 In all kinds of soils. Depth upto 1.50m | Cum | 542.08 | 542.08 | 1349.34 | False | None | None | False | None | False | 731450.2272 | 0 | | 2807191 | 90410 | None | code05 | 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 | 179.2 | 179.2 | 809.6 | False | None | None | False | None | False | 145080.32 | 0 | | 2807192 | 90410 | None | code06 | Supplying, 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. Note: Upto 110mm dia Coil shall be used. For Grade PE100 PN10.0. From Borewell to GLSR (90mm dia) | Rmtr | 430.08 | 430.08 | 1055.77 | False | None | None | False | None | False | 454065.5616 | 0 | | 2807193 | 90410 | None | code07 | Supplying, 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. Note: Upto 110mm dia Coil shall be used. For Grade PE100 PN10.0. From GLSR to Sump (63mm dia) | Rmtr | 245.28 | 245.28 | 1443.01 | False | None | None | False | None | False | 353941.4928 | 0 | | 2807194 | 90410 | None | code08 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes | Rmtr | 416.64 | 416.64 | 5309.33 | False | None | None | False | None | False | 2212079.2512 | 0 | | 2807195 | 90410 | None | code09 | 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 including fixing the pipes with clamps at 1.00m spacing. this includes, jointing of pipes and fittings with one step CPVC solvent cement cost of cutting, , chases and making good, testing of joints complete. as per direction of engineer incharge. (Internal work exposed on wall) (I.13.31.3) page no 11 1st corrigendam and addendum order 0n 21-04-2022 sl no 9 Item.Code 2) 25mm dia | Rmtr | 331.52 | 331.52 | 1281.0 | False | None | None | False | None | False | 424677.12 | 0 | | 2807196 | 90410 | None | code10 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc 20 mm nominal dia Pipes | Rmtr | 243.04 | 243.04 | 1473.15 | False | None | None | False | None | False | 358034.376 | 0 | | 2807197 | 90410 | None | code11 | 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, including fixing the pipes with clamps at 1.00m spacing. this includes, jointing of pipes and fittings with one step CPVC solvent cement cost of cutting, , chases and making good, testing of joints complete. as per direction of engineer incharge. (Concealed work including cutting chases and good the walls etc.) (I.13.32.2) page no 11 1st corrigendam and addendum order 0n 21-04-2022 20mm Dia | Rmtr | 424.48 | 424.48 | 3821.4 | False | None | None | False | None | False | 1622107.872 | 0 | | 2807198 | 90410 | None | code12 | Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 65 mm nominal bore | Each | 1580.32 | 1580.32 | 58.0 | False | None | None | False | None | False | 91658.56 | 0 | | 2807199 | 90410 | None | code13 | Providing and fixing Ball Valve (Brass) of approved quality, High or low pressure, with plastic floats complete | Each | 371.84 | 371.84 | 1737.0 | False | None | None | False | None | False | 645886.08 | 0 | | 2807200 | 90410 | None | code14 | Providing and fixing unplasticised PVC connection pipe with brass unions. Sintex To Building | No | 123.2 | 123.2 | 342.0 | False | None | None | False | None | False | 42134.4 | 0 | | 2807201 | 90410 | None | code15 | Constructing brick masonry chamber of internal dimension 300x230mm 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 | Each | 3105.76 | 3105.76 | 86.0 | False | None | None | False | None | False | 267095.36 | 0 | | 2807202 | 90410 | None | code16 | Supplying and fixing kinetic AIR VALVE PN 16.0 for automatic discharge of accumulate air during working condition, conforming to IS 14845 /EN 1074-4. Body and bonnet of DI conforming to IS-1865 of gradeGGG-40/50, seals are made of approved EPDM, SS 304 float, guideand internals. Flange drilling according to IS-1538 with appurtenances.complete. Body and bonnet shall be coated with electrostatically appliedepoxy powder coating with a coating thickness of 250 micron both inside and outside. For K Air Valves of 80mm dia | Each | 29504.16 | 29504.16 | 5.0 | False | None | None | False | None | False | 147520.8 | 0 | | 2807203 | 90410 | None | code17 | 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 | Mtr | 5922.56 | 5922.56 | 3.0 | False | None | None | False | None | False | 17767.68 | 0 | | 2807204 | 90410 | None | code18 | 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 ) Borewell depth of 0 to 50 m | Mtr | 414.4 | 414.4 | 50.0 | False | None | None | False | None | False | 20720.0 | 0 | | 2807205 | 90410 | None | code19 | 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 Borewell depth of 50 to 100 m | Mtr | 519.68 | 519.68 | 50.0 | False | None | None | False | None | False | 25984.0 | 0 | | 2807206 | 90410 | None | code20 | 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 ) Borewell depth of 50 to 100 mBorewell depth of 100 to 150 m | Mtr | 552.16 | 552.16 | 6.7 | False | None | None | False | None | False | 3699.472 | 0 | | 2807207 | 90410 | None | code21 | 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 Borewell depth of 0 to 50 m | Mtr | 414.4 | 414.4 | 50.0 | False | None | None | False | None | False | 20720.0 | 0 | | 2807208 | 90410 | None | code22 | 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 ) Borewell depth of 50 to 100 m | Mtr | 519.68 | 519.68 | 50.0 | False | None | None | False | None | False | 25984.0 | 0 | | 2807209 | 90410 | None | code23 | 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 Borewell depth of 100 to 150 m | Mtr | 552.16 | 552.16 | 28.04 | False | None | None | False | None | False | 15482.5664 | 0 | | 2807210 | 90410 | None | code24 | 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 Borewell depth of 0 to 50 m | Mtr | 414.4 | 414.4 | 50.0 | False | None | None | False | None | False | 20720.0 | 0 | | 2807211 | 90410 | None | code25 | 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 Borewell depth of 0 to 50 m | Mtr | 519.68 | 519.68 | 35.36 | False | None | None | False | None | False | 18375.8848 | 0 | | 2807212 | 90410 | None | code26 | 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 5.00 HP - 90 LPM @ 110 m = 15 STG Outlet Dia 2.00 | Each | 35993.44 | 35993.44 | 3.0 | False | None | None | False | None | False | 107980.32 | 0 | | 2807213 | 90410 | None | code27 | 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 | Mtr | 2164.96 | 2164.96 | 227.0 | False | None | None | False | None | False | 491445.92 | 0 | | 2807214 | 90410 | None | code28 | 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 | Each | 168.0 | 168.0 | 3.0 | False | None | None | False | None | False | 504.0 | 0 | | 2807215 | 90410 | None | code29 | Providing and laying at site of work MS casing caps 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 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 | Each | 183.68 | 183.68 | 3.0 | False | None | None | False | None | False | 551.04 | 0 | | 2807216 | 90410 | None | code30 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism | Each | 21424.0 | 21424.0 | 3.0 | False | None | None | False | None | False | 64272.0 | 0 | | 2807217 | 90410 | None | code31 | Earthwork excavation by manual means for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specifications. | Cum | 334.88 | 334.88 | 614.99 | False | None | None | False | None | False | 205947.8512 | 0 | | 2807218 | 90410 | None | code32 | Depth Exceeding 1.50m, But Not Exceeding 3m | Cum | 498.4 | 498.4 | 163.06 | False | None | None | False | None | False | 81269.104 | 0 | | 2807219 | 90410 | None | code33 | Providing and laying in position plain cement concrete of mix M7.5 (1:4:8)with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregtes @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. | Cum | 6343.68 | 6343.68 | 54.27 | False | None | None | False | None | False | 344271.5136 | 0 | | 2807220 | 90410 | None | code34 | Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. TMT bars Fe 500 | Tonne | 100191.84 | 100191.84 | 17.98 | False | None | None | False | None | False | 1801449.2832 | 0 | | 2807221 | 90410 | None | code35 | Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70 cum and fine aggregtes @ 0.47cum, with super plasticisers @ 3 liters confirming to is 9103-1999 reafirmed-2008 at machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications | Cum | 7041.44 | 7041.44 | 172.62 | False | None | None | False | None | False | 1215493.3728 | 0 | | 2807222 | 90410 | None | code36 | CENTERING 10% ON CONCRETE ITEM | Sqm | 704.14 | 704.14 | 1422.9 | False | None | None | False | None | False | 1001920.806 | 0 | | 2807223 | 90410 | None | code37 | Providing and laying water proofing treatment to the Water tanks &Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification. | Sqm | 567.84 | 567.84 | 659.88 | False | None | None | False | None | False | 374706.2592 | 0 | | 2807224 | 90410 | None | code38 | Providing,supplying to work site, 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,as per necessary ammendments and instructions of engineer incharge of work. | Each | 25948.16 | 25948.16 | 27.0 | False | None | None | False | None | False | 700600.32 | 0 | | 2807225 | 90410 | None | code39 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS/IEC 60947-2 . (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism | Each | 23545.0 | 23545.0 | 27.0 | False | None | None | False | None | False | 635715.0 | 0 | | 2807226 | 90410 | None | code40 | 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 including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete. (internal work exposed on wall) - 40mm nominal OD pipes | Rmtr | 600.32 | 600.32 | 378.0 | False | None | None | False | None | False | 226920.96 | 0 | | 2807227 | 90410 | None | code41 | Earthwork excavation by manual means for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, in hard soil not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specifications | Cum | 256.48 | 256.48 | 175.01 | False | None | None | False | None | False | 44886.5648 | 0 | | 2807228 | 90410 | None | code42 | Depth Exceeding 1.50m, But Not Exceeding 3m | Cum | 498.4 | 498.4 | 268.35 | False | None | None | False | None | False | 133745.64 | 0 | | 2807229 | 90410 | None | code43 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down Size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. | Cum | 3003.84 | 3003.84 | 61.92 | False | None | None | False | None | False | 185997.7728 | 0 | | 2807230 | 90410 | None | code44 | Providing and laying in position plain cement concrete of mix M7.5 (1:4:8)with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregtes @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications | Cum | 6343.68 | 6343.68 | 14.27 | False | None | None | False | None | False | 90524.3136 | 0 | | 2807231 | 90410 | None | code45 | Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.70 cum and fine aggregtes @ 0.47cum, with super plasticisers @ 3 liters confirming to is 9103-1999 reafirmed-2008 at machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. | Cum | 7096.32 | 7096.32 | 166.17 | False | None | None | False | None | False | 1179195.4944 | 0 | | 2807232 | 90410 | None | code46 | CENTERING 10% ON CONCRETE ITEM) | Sqm | 709.63 | 709.63 | 1152.44 | False | None | None | False | None | False | 817805.9972 | 0 | | 2807233 | 90410 | None | code47 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Volume 01 | Tonne | 100191.84 | 100191.84 | 10.09 | False | None | None | False | None | False | 1010935.6656 | 0 | | 2807234 | 90410 | None | code48 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge | Sqm | 269.92 | 269.92 | 341.32 | False | None | None | False | None | False | 92129.0944 | 0 | | 2807235 | 90410 | None | code49 | Providing 18 mm cement plaster in two coats under layer 12mm thick cement plaster with cement mortar 1:5 (1 cement:5 coars sand) finished with a top layer 6mm thick cement plaster with cement morter 1:6 (1 cement:6 coars sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge | Sqm | 431.2 | 431.2 | 203.3 | False | None | None | False | None | False | 87662.96 | 0 | | 2807236 | 90410 | None | code50 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru including surface preparation completely as per specification | Sqm | 567.84 | 567.84 | 406.0 | False | None | None | False | None | False | 230543.04 | 0 | | 2807237 | 90410 | None | code51 | Providing and fixing M.S. Inspection door of size 60 cms x 60 cms. Including M.S. frame , size 50 x 50 x 6 mm and shutters of 3 mm thickness with hinges at top and locking arrangements, painting with all lead and lifts etc., complete. | No | 2396.8 | 2396.8 | 2.0 | False | None | None | False | None | False | 4793.6 | 0 | | 2807238 | 90410 | None | code52 | PVC pipes of 6 Kg/cm2 for 200mm dia | No | 1248.8 | 1248.8 | 18.0 | False | None | None | False | None | False | 22478.4 | 0 | | 2807239 | 90410 | None | code53 | Providing and fixing 150mm dia. Cast Iron pipe for ventilatiing shaft 5M high with specials and cowl and with suitable grips in CC 1:2:4 pillar using 10mm to 20mm graded hard granite, with 15 cms. thick cement concrete 1:2:4 around upto 1.22 M above the GLR and with a foundation base of 90 x 90 x 90 cms. plastered with 12mm thick CM 1:3 to all exposed faces and linking the shaft to the manholes by means of 150mm dia. GSW pipes and specials, jointing with tar dipped hemp 1:1.5 CM caulking, curing. The cost include all lead and lifts for all materials, earth work excavations and refilling in all strata, disposal of surplus earth etc. complete | Each | 23617.44 | 23617.44 | 2.0 | False | None | None | False | None | False | 47234.88 | 0 | | 2807240 | 90410 | None | code54 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m | Cum | 297.92 | 297.92 | 186.0 | False | None | None | False | None | False | 55413.12 | 0 |
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