| 1709058289000 | 0 | None | None | Other Works | PROVIDING EXTERNAL WATER SUPPLY,CC ROAD & RCC DRAIN FOR CONSTRUCTION OF 429 HOUSES FOR THE SLUM DWELLERS AT BIDADI TOWN,MAGADI ASSEMBLY CONSTITUENCY RAMANAGARA DISTRICT UNDER PMAY-HFA | 21102261.79 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2828569 | 91536 | 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 | No | 5288.0 | 5288.0 | 3.0 | False | None | None | False | None | False | 15864.0 | 0 | | 2828570 | 91536 | 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., complet ) (a) 0 - 50.00 Mtrs complete as per the specification and engineer in charge of work | m | 381.1 | 381.1 | 150.0 | False | None | None | False | None | False | 57165.0 | 0 | | 2828571 | 91536 | None | code2a | 50-100 MTRS | m | 477.92 | 477.92 | 150.0 | False | None | None | False | None | False | 71688.0 | 0 | | 2828572 | 91536 | None | code2b | 100.00 - 150.00 Mtrs | m | 507.79 | 507.79 | 150.0 | False | None | None | False | None | False | 76168.5 | 0 | | 2828573 | 91536 | None | code2c | 150.00 - 200.00 Mtrs | m | 589.16 | 589.16 | 150.0 | False | None | None | False | None | False | 88374.0 | 0 | | 2828574 | 91536 | None | code2d | 200.00 - 250.00 Mtrs | m | 691.13 | 691.13 | 150.0 | False | None | None | False | None | False | 103669.5 | 0 | | 2828575 | 91536 | None | code03 | 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.pricesinclude Collar-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 | | 2828576 | 91536 | None | code04 | 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 | 3.0 | False | None | None | False | None | False | 463.5 | 0 | | 2828577 | 91536 | None | code05 | 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 thicknessof 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 | No | 168.92 | 168.92 | 3.0 | False | None | None | False | None | False | 506.76 | 0 | | 2828578 | 91536 | None | code06 | Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgf/sq.cm working pressure chemp plast / Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials,with 225mm outer dia complete as per the specification and engineer in charge of work | Mtr | 1966.27 | 1966.27 | 60.0 | False | None | None | False | None | False | 117976.2 | 0 | | 2828579 | 91536 | None | code07 | 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 | 3.0 | False | None | None | False | None | False | 16852.86 | 0 | | 2828580 | 91536 | None | code08 | Supply and delivery at site brand new submersible pumpset suitable for borewell of 150 mm dia and having the declared duty conditions as detailed below and satisfying performance characteristics for pump and motor as declared by the bureau of Indian stand. thd pumpset should conform to IS : 8034 - 1989 (with all its latest amendments) and should bear ISI certification mark IS: 8034-1989 Submercible Pumpset 20 HP 20 stages- Texmo/Taro or equalents Brands complete as per the specification and engineer in charge of work | No | 81272.15 | 81272.15 | 4.0 | False | None | None | False | None | False | 325088.6 | 0 | | 2828581 | 91536 | None | code09 | 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 | m | 139.05 | 139.05 | 1800.0 | False | None | None | False | None | False | 250290.0 | 0 | | 2828582 | 91536 | None | code10 | 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) complete as per the specification and engineer in charge of work | Each | 3141.5 | 3141.5 | 80.0 | False | None | None | False | None | False | 251320.0 | 0 | | 2828583 | 91536 | None | code11 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and asper its latest amendments complete as per the specification and engineer in charge of work | Each | 1287.5 | 1287.5 | 3.0 | False | None | None | False | None | False | 3862.5 | 0 | | 2828584 | 91536 | None | code12 | PSupply 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 as per specifications. complete as per the specification and engineer in charge of work | Each | 1287.5 | 1287.5 | 3.0 | False | None | None | False | None | False | 3862.5 | 0 | | 2828585 | 91536 | None | code13 | 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. Specification No. complete as per the specification and engineer in charge of work | Each | 1287.5 | 1287.5 | 3.0 | False | None | None | False | None | False | 3862.5 | 0 | | 2828586 | 91536 | None | code14 | 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 | No | 18025.0 | 18025.0 | 3.0 | False | None | None | False | None | False | 54075.0 | 0 | | 2828587 | 91536 | None | code15 | 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 | No | 612.0 | 612.0 | 3.0 | False | None | None | False | None | False | 1836.0 | 0 | | 2828588 | 91536 | None | code16 | 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 boxcomplete as per the specification and engineer in charge of work | No | 1184.5 | 1184.5 | 3.0 | False | None | None | False | None | False | 3553.5 | 0 | | 2828589 | 91536 | None | code17 | 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., (20'x20"x2.5")'complete as per the specification and engineer in charge of work | No | 326.13 | 326.13 | 3.0 | False | None | None | False | None | False | 978.39 | 0 | | 2828590 | 91536 | None | code18 | 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 Bcomplete as per the specification and engineer in charge of work | No | 480.0 | 480.0 | 9.0 | False | None | None | False | None | False | 4320.0 | 0 | | 2828591 | 91536 | None | code19 | Supply and laying of LG UT cable having aluminium conductor PVC insulated, sheathed, galvanized steel wire / steel tap armored cable with PVC over sheathing..complete as per the specification and engineer in charge of work | Mtr | 88.0 | 88.0 | 45.0 | False | None | None | False | None | False | 3960.0 | 0 | | 2828592 | 91536 | None | code20 | Erection, electrification and commissioning of pumpset/ submersible pump including aligning and balancing with all necessary erection material and labour including supply and fitting of two pairs of supporting clamps with necessary bolts and washers, one bore well cap, cable clips and watertight gland cable protectors, bolts, nuts, valves and gauges et., involved in the job.complete as per the specification and engineer in charge of work. | Job | 6695.0 | 6695.0 | 3.0 | False | None | None | False | None | False | 20085.0 | 0 | | 2828593 | 91536 | None | code21 | 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 | 3.0 | False | None | None | False | None | False | 11587.5 | 0 | | 2828594 | 91536 | None | code22 | 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 complete as per the specification and engineer in charge of work | Mtr | 11.88 | 11.88 | 60.0 | False | None | None | False | None | False | 712.8 | 0 | | 2828595 | 91536 | None | code23 | 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 | m | 76.0 | 76.0 | 90.0 | False | None | None | False | None | False | 6840.0 | 0 | | 2828596 | 91536 | None | code24 | 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. complete as per the specification and engineer in charge of work | Cum | 498.52 | 498.52 | 351.0 | False | None | None | False | None | False | 174980.52 | 0 | | 2828597 | 91536 | None | code25 | 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).complete as per the specification and engineer in charge of work | m | 399.64 | 399.64 | 1070.0 | False | None | None | False | None | False | 427614.8 | 0 | | 2828598 | 91536 | None | code26 | KSRB 2-4 : 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 | 351.0 | False | None | None | False | None | False | 57844.8 | 0 | | 2828599 | 91536 | None | code27 | 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 | 48.15 | False | None | None | False | None | False | 297021.4605 | 0 | | 2828600 | 91536 | None | code28 | 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 (Page No.16. I No.2.4.2 of VOLUME-1 CSRED SR 2023-24) | Cum | 6512.69 | 6512.69 | 48.15 | False | None | None | False | None | False | 313586.0235 | 0 | | 2828601 | 91536 | None | code29 | Earth work in surface excavation by manual means for lowering & levelling the ground by chiselling and wedging in Hard rock for all works other than foundation & depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spalls/stuff & stacking the selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.complete as per the specification and engineer in charge of work | Cum | 247.2 | 247.2 | 353.11 | False | None | None | False | None | False | 87288.792 | 0 | | 2828602 | 91536 | None | code30 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates.complete as per the specification and engineer in charge of work | Cum | 5833.92 | 5833.92 | 149.37 | False | None | None | False | None | False | 871412.6304 | 0 | | 2828603 | 91536 | None | code31 | 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 | Tonne | 92140.71 | 92140.71 | 11.7567 | False | None | None | False | None | False | 1083270.685257 | 0 | | 2828604 | 91536 | None | code32 | Providing and laying in position 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 necessary, 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. | Cum | 6596.12 | 6596.12 | 91.93 | False | None | None | False | None | False | 606381.3116 | 0 | | 2828605 | 91536 | None | code33 | Providing and laying in position 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 necessary, 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. | Cum | 6859.96 | 6859.96 | 64.81 | False | None | None | False | None | False | 444594.0076 | 0 | | 2828606 | 91536 | None | code34 | Providing and fixing precast reinforced cement concrete covering slabs of 10Cm thick made of M20 with OPC cement,with 20mm and down size graded granite metal coarse aggregate @0.70 mixed, Inculding providing and removing centering, shuttering, strutting propping etc., for edges of slabs with TMT steel (Fe500) cost of all materials, labour, all lead and lift, HOM of machinery, curing, including cost of reinforcement etc., complete as directed by the Engineer in charge of the work | Sqm | 2072.0 | 2072.0 | 676.38 | False | None | None | False | None | False | 1401459.36 | 0 | | 2828607 | 91536 | None | code35 | Lead for Disposal of Debris | Cum | 88.58 | 88.58 | 353.11 | False | None | None | False | None | False | 31278.4838 | 0 | | 2828608 | 91536 | None | code36 | 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 | 86.0 | False | None | None | False | None | False | 483115.32 | 0 | | 2828609 | 91536 | None | code37 | Providing and constructing “WIRE CUT 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. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying 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 diaCirc. B M.H:. | Each | 29918.41 | 29918.41 | 17.0 | False | None | None | False | None | False | 508612.97 | 0 | | 2828610 | 91536 | None | code38 | Providing and fixing to wall, ceiling and floor high density polyethylene pipes 6.00 kgf/sq.cm working pressure 110mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specificationsHDPE Grade PE100-PN12.5,110mm dia | Mtr | 572.68 | 572.68 | 952.0 | False | None | None | False | None | False | 545191.36 | 0 | | 2828611 | 91536 | None | code39 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth | Cum | 97.85 | 97.85 | 1383.01 | False | None | None | False | None | False | 135327.5285 | 0 | | 2828612 | 91536 | None | code40 | Lead for Disposal of Debris | Cum | 89.61 | 89.61 | 1383.01 | False | None | None | False | None | False | 123931.5261 | 0 | | 2828613 | 91536 | None | code41 | Construction of Granular Sub-Base by Mix in Place Methodby providing well graded Gravel, spreading in uniformlayers with motor grader on prepared surface, mixing by
mix in place method with rotavator at OMC, and compactingwith smooth wheel roller to achieve the desired density,complete as per Technical Specification | Cum | 1469.81 | 1469.81 | 458.325 | False | None | None | False | None | False | 673650.66825 | 0 | | 2828614 | 91536 | None | code42 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2676.97 | 2676.97 | 829.8 | False | None | None | False | None | False | 2221349.706 | 0 | | 2828615 | 91536 | None | code43 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5833.92 | 5833.92 | 553.2 | False | None | None | False | None | False | 3227324.544 | 0 | | 2828616 | 91536 | None | code44 | 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:383:2016:, maximum size of 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.work. | Cum | 6956.62 | 6956.62 | 829.8 | False | None | None | False | None | False | 5772603.276 | 0 |
|