| 1707294144000 | 1 | None | None | Water supply/sewage lines | Providing Name Bold For SWM Site 2 Drilling Borewell and Installing Motor and construction of Cistern near Shindihatti house at 11 no ward 3 Laying pipeline and Other materials for OHT | 528167.91 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2492688 | 75505 | None | 001 | 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 | | 2492689 | 75505 | None | 002 | 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 | | 2492690 | 75505 | None | 003 | 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 | | 2492691 | 75505 | None | 004 | 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 | | 2492692 | 75505 | None | 005 | 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 | | 2492693 | 75505 | None | 006 | 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 | | 2492694 | 75505 | None | 007 | 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 | | 2492695 | 75505 | None | 008 | 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 ) | Mtr | 141.75 | 141.75 | 90.0 | False | None | None | False | None | False | 12757.5 | 0 | | 2492696 | 75505 | None | 009 | 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 ) | Mtr | 264.6 | 264.6 | 88.0 | False | None | None | False | None | False | 23284.8 | 0 | | 2492697 | 75505 | None | 010 | 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 | | 2492698 | 75505 | None | 011 | 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 ) | Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 2492699 | 75505 | None | 012 | 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 ) | Mtr | 141.75 | 141.75 | 15.0 | False | None | None | False | None | False | 2126.25 | 0 | | 2492700 | 75505 | None | 013 | 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 | 3937.0 | 3937.0 | 1.0 | False | None | None | False | None | False | 3937.0 | 0 | | 2492701 | 75505 | None | 014 | KEB Deposite (including Service wire and Connection ) | Each | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 | | 2492702 | 75505 | None | 015 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 .(KPWD Common DSR 2023-24 Volume 1 (P No: 5 I.No:1.4.1 ) | Cum | 254.1 | 254.1 | 6.21 | False | None | None | False | None | False | 1577.961 | 0 | | 2492703 | 75505 | None | 016 | 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, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost 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 selected 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. co. for PVC pipes 63mm dia., 6 kg/sqcm & class 3.(KPWD Common DSR 2023-24 Volume 5 (P No: 113 I.No:10.1.4 ) | Mtr | 169.05 | 169.05 | 38.0 | False | None | None | False | None | False | 6423.9 | 0 | | 2492704 | 75505 | None | 017 | 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 KPWD Common DSR 2023-24 Volume 1 (P.No.7; I. No.1.1) | Cum | 168.0 | 168.0 | 4.66 | False | None | None | False | None | False | 782.88 | 0 | | 2492705 | 75505 | None | 018 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 .(KPWD Common DSR 2023-24 Volume 1 (P No: 5 I.No:1.4.1 ) | Cum | 254.1 | 254.1 | 0.68 | False | None | None | False | None | False | 172.788 | 0 | | 2492706 | 75505 | None | 019 | 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. KPWD Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.2 ) | Cum | 5947.2 | 5947.2 | 0.23 | False | None | None | False | None | False | 1367.856 | 0 | | 2492707 | 75505 | None | 020 | Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(KPWD Common DSR 2023-24 Volume 2 (P No: 9 I.No:5.3 ) | Cum | 6515.25 | 6515.25 | 3.33 | False | None | None | False | None | False | 21695.7825 | 0 | | 2492708 | 75505 | None | 021 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lin ing, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. (KPWD Common DSR 2023-24 Volume 2 (P No: 44 I.No:8.19.1 ) | Sqm | 267.75 | 267.75 | 7.14 | False | None | None | False | None | False | 1911.735 | 0 | | 2492709 | 75505 | None | 022 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 .KPWD Common DSR 2023-24 Volume 1 (P No: 16 I.No:2.3.1) | Cum | 6639.15 | 6639.15 | 0.15 | False | None | None | False | None | False | 995.8725 | 0 | | 2492710 | 75505 | None | 023 | RCC hume pipe Circular pump house: Providing precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm etc. complete KPWD Common DSR 2023-24 Volume 5 (P No: 116 I.No:10.6) | Each | 17221.05 | 17221.05 | 1.0 | False | None | None | False | None | False | 17221.05 | 0 | | 2492711 | 75505 | None | 024 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work KPWD Common DSR 2023-24 Volume 5 (P No: 116 I.No:10.7) | Each | 1976.1 | 1976.1 | 1.0 | False | None | None | False | None | False | 1976.1 | 0 | | 2492712 | 75505 | None | 025 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade 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 ( KPWD Common DSR 2023-24 Volume 2 (P No: 45 I.No:8.29) | Sqm | 297.15 | 297.15 | 9.43 | False | None | None | False | None | False | 2802.1245 | 0 | | 2492713 | 75505 | None | 026 | Providing and fixing brass bib cock of approved quality 20 mm nominal bore ( KPWD Common DSR 2023-24 Volume 2 (P No: 117 I.No:13.2.2) | Nos | 320.25 | 320.25 | 4.0 | False | None | None | False | None | False | 1281.0 | 0 | | 2492714 | 75505 | None | 027 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) complete Medium Duty GI pipe of 20mm dia ( KPWD Common DSR 2023-24 Volume 5 (P No: 127 I.No:11.2.2) | Mtr | 257.25 | 257.25 | 2.0 | False | None | None | False | None | False | 514.5 | 0 | | 2492715 | 75505 | None | 028 | Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any. For 20 mm dia GI BEND ( KPWD Common DSR 2023-24 Volume 5 (P No: 130 I.No:11.8.2) | Each | 128.1 | 128.1 | 6.0 | False | None | None | False | None | False | 768.6 | 0 | | 2492716 | 75505 | None | 029 | Supply and delivery at site wrought middle steel (galvanized) GI tee confirming to IS 1239-II, 1991 with latest amendments if any. For 20 mm dia GI TEE ( KPWD Common DSR 2023-24 Volume 5 (P No: 130 I.No:11.9.2) | Each | 112.35 | 112.35 | 4.0 | False | None | None | False | None | False | 449.4 | 0 | | 2492717 | 75505 | None | 030 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe of 100mm dia:(PWD SR W.S & UGD Vol-V 2023-24; P.No.127; I. No.11.3.9) | Rmtr | 1482.6 | 1482.6 | 36.0 | False | None | None | False | None | False | 53373.6 | 0 | | 2492718 | 75505 | None | 031 | SSupply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seatscrewed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark.(PWD SR W.S & UGD Vol-V 2023-24; P.No.133; I. No.11.15.8) For 80 mm dia GM (Copper alloy) Gate valves | Each | 1997.1 | 1997.1 | 4.0 | False | None | None | False | None | False | 7988.4 | 0 | | 2492719 | 75505 | None | 032 | SSupply and delivery at site GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seatscrewed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark.(PWD SR W.S & UGD Vol-V 2023-24; P.No.133; I. No.11.15.9) For 100 mm dia GM (Copper alloy) Gate valves | Each | 2060.1 | 2060.1 | 4.0 | False | None | None | False | None | False | 8240.4 | 0 | | 2492720 | 75505 | None | 033 | Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any (PWD SR W.S & UGD Vol-V 2023-24; P.No.133; I. No.11.14.9) For 100 mm dia GI hexagonal nipple | Each | 361.2 | 361.2 | 4.0 | False | None | None | False | None | False | 1444.8 | 0 | | 2492721 | 75505 | None | 034 | Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any.(PWD SR W.S & UGD Vol-V 2023-24; P.No.133; I. No.11.6.9) For 100 mm dia GI collar | Each | 530.25 | 530.25 | 1.0 | False | None | None | False | None | False | 530.25 | 0 | | 2492722 | 75505 | None | 035 | Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any (PWD SR W.S & UGD Vol-V 2023-24; P.No.130; I. No.11.8.8) For 80 mm dia GI BEND | Set | 514.5 | 514.5 | 4.0 | False | None | None | False | None | False | 2058.0 | 0 | | 2492723 | 75505 | None | 036 | 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 3 to 6 HP pumps (KPWD W.S &S.W Vol-5 2023-24; P.No.155; I. No 13.23.2) | Set | 10027.5 | 10027.5 | 2.0 | False | None | None | False | None | False | 20055.0 | 0 | | 2492724 | 75505 | None | 037 | Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface.(PWD SR W.S & UGD Vol-V 2021-22;P.No.75; I. No.1.30(A105C) ) | Cum | 1137.15 | 1137.15 | 0.9 | False | None | None | False | None | False | 1023.435 | 0 | | 2492725 | 75505 | None | 038 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 .(KPWD Common DSR 2023-24 Volume 1 (P No: 5 I.No:1.4.1 ) | Cum | 254.1 | 254.1 | 13.5 | False | None | None | False | None | False | 3430.35 | 0 | | 2492726 | 75505 | None | 039 | 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 (KPWD Common DSR 2023-24 Volume 1 (P.No.7; I. No.1.1) | Cum | 168.0 | 168.0 | 13.5 | False | None | None | False | None | False | 2268.0 | 0 | | 2492727 | 75505 | None | 040 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(KPWD Common DSR 2023-24 Volume 1 (P.No.15; I. No.2.2.1 ) ) | Cum | 6601.35 | 6601.35 | 4.66 | False | None | None | False | None | False | 30762.291 | 0 | | 2492728 | 75505 | None | 041 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete (KPWD Common DSR 2023-24 Volume 5 (P.No.22; I. No.2.23.5 ) For sluice Valve of PN -10.0 and 200mm | Each | 30144.45 | 30144.45 | 4.0 | False | None | None | False | None | False | 120577.8 | 0 | | 2492729 | 75505 | None | 042 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 .KPWD Common DSR 2023-24 Volume 1 (P No: 16 I.No:2.3.1) | Cum | 6639.15 | 6639.15 | 0.54 | False | None | None | False | None | False | 3585.141 | 0 | | 2492730 | 75505 | None | 043 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate Cement Concrete Drain Walls Form Works Consider 35% KPWD Common DSR 2023-24 Volume 1 (P No: 111 SI.No : 4) | Cum | 2323.7 | 2323.7 | 0.54 | False | None | None | False | None | False | 1254.798 | 0 | | 2492731 | 75505 | None | 044 | 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.All other type of structures.KPWD Common DSR 2023-24 Volume 1 (P No: 18 I.No : 2.1 h) | MT | 82961.55 | 82961.55 | 0.03 | False | None | None | False | None | False | 2488.8465 | 0 | | 2492732 | 75505 | None | 045 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Chargecharge. PWD Common DSR 2023-24 Volume 2 (P No: 82 I.No:11.16.2) | Kg | 154.35 | 154.35 | 383.0 | False | None | None | False | None | False | 59116.05 | 0 |
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