| 1709469306000 | 1 | None | None | Other Works | Construction of watch man Shed in swm site at Ghataprabha 2 Construction of road in SWM Site ch No 81 to ch 154 20 | 1176040.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2897030 | 94975 | None | 001 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required required to complete the work PWD Common DSR 2023-24 Volume 1 (P No:9 I.No:1.16.1 ) | Cum | 581.7 | 581.7 | 15.3 | False | None | None | False | None | False | 8900.01 | 0 | | 2897031 | 94975 | None | 002 | 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 PWD Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.2 ) | Cum | 5947.2 | 5947.2 | 1.86 | False | None | None | False | None | False | 11061.792 | 0 | | 2897032 | 94975 | None | 003 | 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 PWD Common DSR 2023-24 Volume 1 (P No: 9 I.No:5.1.1 ) | Cum | 5891.55 | 5891.55 | 5.88 | False | None | None | False | None | False | 34642.314 | 0 | | 2897033 | 94975 | None | 004 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work PWD Common DSR 2023-24 Volume 2 (P No:13 I.No:6.2) | Cum | 8376.9 | 8376.9 | 14.2 | False | None | None | False | None | False | 118951.98 | 0 | | 2897034 | 94975 | None | 005 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 16 I.No:2.5.1) | Cum | 6961.5 | 6961.5 | 11.89 | False | None | None | False | None | False | 82772.235 | 0 | | 2897035 | 94975 | None | 006 | 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 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.4 ) | Cum | 6527.85 | 6527.85 | 2.34 | False | None | None | False | None | False | 15275.169 | 0 | | 2897036 | 94975 | None | 007 | 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. PWD Common SR 2023-24 Volume 1 (P No: 18 I.No:2.11h ) | Tonne | 82961.55 | 82961.55 | 1.139 | False | None | None | False | None | False | 94493.20545 | 0 | | 2897037 | 94975 | None | 008 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Foundation upto Plinth of builing Form Works Consider 3% PWD Common DSR 2023-24 Volume 1 (P No: 111 I.No:1 ) b. All other types | Cum | 208.84 | 208.84 | 1.46 | False | None | None | False | None | False | 304.9064 | 0 | | 2897038 | 94975 | None | 009 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For RCC Columns / Shaft (Slip Centering) of builing Form Works Consider 70% PWD Common DSR 2023-24 Volume 1 (P No: 111 I.No:12) | Cum | 4873.05 | 4873.05 | 2.25 | False | None | None | False | None | False | 10964.3625 | 0 | | 2897039 | 94975 | None | 010 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For RCC Beams, Lintels & Troughs of Aqueducts of builing Form Works Consider 60% PWD Common DSR 2023-24 Volume 1 (P No: 111 I.No:14) | Cum | 4176.9 | 4176.9 | 4.55 | False | None | None | False | None | False | 19004.895 | 0 | | 2897040 | 94975 | None | 011 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For RCC Roof Slab of builing Form Works Consider 50% PWD Common DSR 2023-24 Volume 1 (P No: 111 I.No:15) | Cum | 3480.75 | 3480.75 | 3.62 | False | None | None | False | None | False | 12600.315 | 0 | | 2897041 | 94975 | None | 012 | 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 PWD Common SR 2023-24 Volume 1 (P No: 7 I.No:1.8 ) | Cum | 497.7 | 497.7 | 8.76 | False | None | None | False | None | False | 4359.852 | 0 | | 2897042 | 94975 | None | 013 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine 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.PWD Common SR 2023-24 Volume 2 (P No:41 I.No: 8.4.1) | Sqm | 339.15 | 339.15 | 163.63 | False | None | None | False | None | False | 55495.1145 | 0 | | 2897043 | 94975 | None | 014 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including. preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer in-charge PWD Common DSR 2023-24 VOl.2(Page No.48, I.No.8.39) | Sqm | 133.35 | 133.35 | 163.63 | False | None | None | False | None | False | 21820.0605 | 0 | | 2897044 | 94975 | None | 015 | Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.PWD Common DSR 2023-24 Volume 2 (P No:60 I.No:9.12.2) Size of Tile 600x600 mm | Sqm | 1202.25 | 1202.25 | 19.47 | False | None | None | False | None | False | 23407.8075 | 0 | | 2897045 | 94975 | None | 016 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour,complete as per specifications. PWD Common DSR 2023-24 Volume 2 (P No:65 I.No:9.39) | Sqm | 1521.45 | 1521.45 | 2.71 | False | None | None | False | None | False | 4123.1295 | 0 | | 2897046 | 94975 | None | 017 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications.PWD Common DSR 2023-24 Volume 2 (P No: 99 I.No:12.12) | Sqm | 130412.1 | 130412.1 | 0.038 | False | None | None | False | None | False | 4955.6598 | 0 | | 2897047 | 94975 | None | 018 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials,labour,usage charges complete as per specification (Excluding cost of fixtures) PWD Common DSR 2023-24 Volume 2 (P No: 100 I.No:12.15) | Sqm | 7241.85 | 7241.85 | 1.79 | False | None | None | False | None | False | 12962.9115 | 0 | | 2897048 | 94975 | None | 019 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc.PWD Common DSR 2023-24 Volume 2 (P No:86 I.No:11.34B) | Kg | 192.15 | 192.15 | 151.2 | False | None | None | False | None | False | 29053.08 | 0 | | 2897049 | 94975 | None | 020 | Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 50mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm X 57mm with Gi reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8+-0.2 mm. Maximum possible size 1519mm x 1519mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) .PWD Common DSR 2023-24 Volume 2 (P No:109 I.No:12.86) | Sqm | 5659.5 | 5659.5 | 7.2 | False | None | None | False | None | False | 40748.4 | 0 | | 2897050 | 94975 | None | 021 | Construction of a toilet unit with septic tank as per CPHEEO standards & guidelines, consists of European type WC pan or Indian type WC as per requirement with seat & lid 10 ltr low level white pvc flushing cistern including flush pipe with manually controlled device confirming to IS: 7231 with all fittings & fixtures. The clear dimension of a single toilet room is 0.75x0.9m & the dimension of the septic tank varies with respect to the users and the liquid depth considered for 2 years interval as per CPHEEO standard drawing in figure 1.2 & 1.3 The sizes of septic tank are based on certain assumption as estimated in IS 2470(PART-1) with a provision of 300mm freeboard. The conventional septic tank is a combined sedimentation & digestion tank where the sewage is held for one to two days accompanied by anaerobic digestion of settled solids & liquids. Toilet construction work carried out by excavating earth to standard dimensions as per soil conditions, providing & laying 1:3:6 bed concrete, SSM/BBM/RCC walls/slabs with Fe 500 steel bar as per standard specificationa. The septic tank shall be constructed by brickwork in CM 1:6 of wall thickness 230mm the bottom of tank provided with benching concrete with 1:6 slope from outlet end to inlet end,the top of the chamber covered by precast RCC slab & all necessary inlet,outlet,aircowl & other PVC pipes are provided necessary waterproofing works as per drawings & specifications. Also the toilet unit is provided with necessary water supply arrangements consisting of pipe line connections, plumbing works with required tap connection & high density polythelene water storage tank to be installed as per IS 12701:1996 with jointing of pipes & fittings including all lead & lift cost of all materials of quality confirming to the requirements of relevant IS codes & standars, labour, usage charges of machinary curing & all incidental charges complete as per the direction of Engineer incharge of work. 1 Nos. toilet unit with septic tank dimension L=1.5m B= 0.75m D= 1.0m for 5 users with 500ml water tank PWD Common DSR 2023-24 Volume 5 (P No:253 I.No:22.4.1) | Each | 67200.0 | 67200.0 | 1.0 | False | None | None | False | None | False | 67200.0 | 0 | | 2897051 | 94975 | None | 022 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc.complete (KPWD W.S &S.W Vol-5 2023-24; P.No.140 ; I. No.12.4) | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 2897052 | 94975 | None | 023 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m depth) Borewell depth of 0 to 50 Mtrs (KPWD W.S &S.W Vol-5 2023-24; P.No.139 ; I. No.12.2.1) | m | 324.45 | 324.45 | 50.0 | False | None | None | False | None | False | 16222.5 | 0 | | 2897053 | 94975 | None | 024 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc.) for: (Above 300m of drilling add 10% for every 50m depth) Borewell depth of 0 to 50 Mtrs (KPWD W.S &S.W Vol-5 2023-24; P.No.139 ; I. No.12.2.2) | m | 406.35 | 406.35 | 50.0 | False | None | None | False | None | False | 20317.5 | 0 | | 2897054 | 94975 | None | 025 | 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.(KPWD W.S &S.W Vol-5 2023-24; P.No.143 ; I. No.12.32) | m | 2029.65 | 2029.65 | 6.0 | False | None | None | False | None | False | 12177.9 | 0 | | 2897055 | 94975 | None | 026 | 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 (KPWD W.S &S.W Vol-5 2023-24; P.No.143 ; I. No.12.34) | Each | 172.2 | 172.2 | 1.0 | False | None | None | False | None | False | 172.2 | 0 | | 2897056 | 94975 | None | 027 | roviding 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 of work. For 3 HP etc.complete.(3.00 HP - 90 LPM @ 66 m = 10 STG Outlet Dia - 2.00" ) (KPWD W.S &S.W Vol-5 2023-24; P.No.151 ; I. No.13.11.5) | Each | 29518.65 | 29518.65 | 1.0 | False | None | None | False | None | False | 29518.65 | 0 | | 2897057 | 94975 | None | 028 | 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 selector 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 etc. complete.Upto 3 HP pumps (KPWD W.S &S.W Vol-5 2023-24; P.No.155; I. No.13.23.1) | Each | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 2897058 | 94975 | None | 029 | SUBMERSIBLE CABLE :Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.. 1x3x4 Sqm (KPWD W.S &S.W Vol-5 2023-24; P.No.154; I. No.13.22.3 ) | Each | 141.75 | 141.75 | 110.0 | False | None | None | False | None | False | 15592.5 | 0 | | 2897059 | 94975 | None | 030 | 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-PN10.0,63mm dia (KPWD W.S &S.W Vol-5 2023-24; P.No.96; I. No.9.3.1 ) | m | 264.6 | 264.6 | 100.0 | False | None | None | False | None | False | 26460.0 | 0 | | 2897060 | 94975 | None | 031 | 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 amendments Size 50 mm (KPWD W.S &S.W Vol-5 2023-24;P.No.154; I.No.13.24.1 ) | Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 2897061 | 94975 | None | 032 | Labour charges for Erection, Electrification and commissioning of Pump 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 specifications, with testing of as per instructions of engineer incharge of work (KPWD W.S &S.W Vol-5 2023-24;P.No.156;I.No.13.32 ) | Each | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 2897062 | 94975 | None | 033 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. (KPWD W.S &S.W Vol-5 2023-24;P.No.156;I.No.13.36 ) | m | 141.75 | 141.75 | 15.0 | False | None | None | False | None | False | 2126.25 | 0 | | 2897063 | 94975 | None | 034 | Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia (KPWD W.S &S.W Vol-5 2023-24;P.No.157 ;I.No.13.39 ) | Job | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 | | 2897064 | 94975 | None | 035 | KEB Deposite (including Service wire and Connection ) | Each | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 | | 2897065 | 94975 | None | 036 | 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 KPWD Common DSR 2023-24 Volume 2 (P No: 123 I.No:13.34) | l | 9.45 | 9.45 | 1000.0 | False | None | None | False | None | False | 9450.0 | 0 | | 2897066 | 94975 | None | 037 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excludingcost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or ected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete for PVC pipes 25mm dia, 10 kg/sqcm & class 5 PWD Common DSR 2023-24 Volume 5 (P No: 113 I.No:10.1.1 | m | 50.4 | 50.4 | 40.0 | False | None | None | False | None | False | 2016.0 | 0 | | 2897067 | 94975 | None | 038 | 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 onstruction 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..KPWD Common DSR 2023-24 Volume 3 (P No: 149 I.No:16.28) | Cum | 497.7 | 497.7 | 24.78 | False | None | None | False | None | False | 12333.006 | 0 | | 2897068 | 94975 | None | 039 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing KPWD Common DSR 2023-24 Volume 3 (P No: 49 I.No:6.1 ) | Cum | 5947.2 | 5947.2 | 24.78 | False | None | None | False | None | False | 147371.616 | 0 | | 2897069 | 94975 | None | 040 | 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 onstruction 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..KPWD Common DSR 2023-24 Volume 3 (P No: 149 I.No:16.28) | Cum | 7091.7 | 7091.7 | 24.78 | False | None | None | False | None | False | 175732.326 | 0 |
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