Rural Drinking Water And Sanitation Department Tender

code04 - Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 125 mm dia,Coils shall be used. PE100 (PN 6.0 / 6 Kg/cm2) [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 10.1-10.5] 63mm

code05 - Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 125 mm dia,Coils shall be used. PE100 (PN 6.0 / 6 Kg/cm2) [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 10.1-10.5] 75 mm

code06 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing)ELECTRO FUSION COUPLER [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 17.1-17.46 Pg No.130] 63mm

code07 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) ELECTRO FUSION TEE [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 17.1-17.46 Pg No.130] 63mm

code08 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) ELECTRO FUSION ELBOW [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 17.1-17.46 Pg No.130] 63mm

code09 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) ELECTRO FUSION REDUCER [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 17.1-17.46 Pg No.130] 75 x 63 mm

code10 - Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination including jointing with all labour, all lead and lift including encasing the special around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done (the contractor shall have to make his own arrangement for procuring water for testing) END CAP [BWSSB-V SR 2021-22 Chapter No: 11 Item No: 17.1-17.46 Pg No.130] 63mm dia

code11 - 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 Medium Duty GI pipe [BWSSB-V SR 2021-22 Chapter No: 13 Item No: 1.1,1.4,Pg No-142]

code12 - 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 [BWSSB-V SR 2021-22 Chapter No: 15 Item No: 27.3,Pg No-162]

code13 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) [BWSSB -V SOR 21-22 P-71 25 B073B,Pg No-72] 80mm dia

code14 - Supplying and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, Should be suppied with support tile I (FSL, FSS ,SI) ,Should be able to receive class AA traffic loads [BWSSB-V SR 2021-22 Chapter No: 3 B116A Item No: 52]

code15 - 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. Cutting in Cement Concrete Road Surface [PWD SR 2021-2022,VOL-3 Item No: 4.27]

code16 - Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. i)The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. [CSR Vol-III 2021-22, Chapter No: 1, Item No: 4 & page No-151 MoRTH 804]

code17 - 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 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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. [CSR VOL III 2021-22 Item No:20.28 MORTH code 1501 ,Page No-137 ]

code18 - Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III class B or IS 779 and IS 2373 with life cycle test certificate from FCRI/ NABL accredited lab. The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointer of the meter shall be as per ISO 4064 class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. Note: the above rates are basic rates inclusive of transportation charges, earth work excavation, labour charges, cutting and threading, conveyance, welding and hire charges for tools and plants ets., complete (KRDWS&S SOR - 2019-20 , It.No.15.40))

code19 - For Cement Concrete road Cutting - Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for: Cutting Cement Concrete Road Surface by Machine cutting to demacrate the trench width of the surface Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.For 4m road cutting [CSR VOL V 2021-22 Chapter No:2 SOR code A105C, Page No-63 ]

code20 - 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. - In Ordinary Soil.Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.For 4m road cutting :UNI S0R 2021-22 Chapter No: 1 Item No: 1.6.1]

code21 - Providing & fixing electro fusion saddle comply with Bs EN12201 -3:2011, PN-12.5 rating and food grade raw material as per BS 6920 with material of construction PE 80 or PE 100 and colour of fitting - Blue/Black for water applications, EF tappinB saddle is V-Regarding type.Designed to fuse at a fusion voltage of 40 volt Ac. EF tapping saddle shall have moulded SS/Brass metal female threaded outlet. EF tapping saddle is fused by using a top loading piller type pressure exertin8 150ON (150 kg appn.) top load on EF saddle. Fusion tlme is 170 secs and cooling time is 10mins, Exerted pressure shoud be removed after completing the 10 mins cooling time. 63x20,75x20,90x20,110x20,140x20 .Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.For 20mm connections (2nd Corrigendum - Volume.5 schedule of Rates we.f 7.06.2022, Itno.K210)

code22 - 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) .Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. For Heavy Duty - GI pipe 20 mm diameter [CSR VOL V 2021-22Chapter No:13 SOR code N010 B,N010 D Page No-142 ]

code23 - 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) .Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. For Heavy Duty - GI pipe 32 mm diameter [CSR VOL V 2021-22Chapter No:13 SOR code N010 B,N010 D Page No-142 ]

code24 - Providing wrought mild steel (galvanized) 20 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any..Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.For 20mm dia GI Collar [CSR VOL V 2021-22Chapter No:13 SOR code N090B Page No-143 ]

code25 - Supply and delivery at site wrought middle steel (galvanized) 20 mm dia GI elbow confirming to IS 1239- II, 1991 with latest amendments if any. Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.For 20mm dia GI Elbow [CSR VOL V 2021-22Chapter No:13 SOR code N100B Page No-144 ]

code26 - Supply and delivery at site GI BEND confirming to IS 1239-II, 1991 with latest amendments if any .Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.For 20 mm dia GI BEND [CSR VOL V 2021-22 SORcode N110B ,Page No-144 ]

code27 - Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any .Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. For 20 mm dia GI Union [CSR VOL V 2021-22 Chapter No:13 SOR code N150B ,Page No-145 ]

code28 - Supply and delivery at site wrought middle steel (galvanized) 20 mm dia GI tee confirming to IS 1239-II, 1991 with latest amendments if any.. Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. For 20 mm dia GI Tee [CSR VOL V 2021-22 Chapter No:13 SOR code N120B ,Page No-144 ]

code29 - Providing and fixing Flow control valve using food grde materials SS 316 ball / 1/2" [15mm] including cost of all materials, labour charges, HOM and testing complete as per of following specification. The FCV nominal design is for 7ltr/Min Discharge at 0.5 bar pressure loss and should not exceed the flow at range of 15ltr/Min at 1 bar or more pressure.MOC of valve : Food grade stainless steel SS -316 MOC of valve : stainless steel SS -316 flow direction arrow embossed on its outside surface , the valve should act as flow control valve and non return valve. minimum operating pressure - 0.1kg ( 10cm head). designed pressure 1 mtr to 50 mtr. accuracy of valves + 20 % of average flow rate. orifice size : not less than 12 mm. ball size : not less than 12 mm. weight of FCV : not less than 125 gms. length : not less than 70 cm . The FCV is with internal arrangements of very simple passage in line such that the valve will pass the small flaoting particle if any entered in the valve to vaoid choking . The FCV shall be got tested from FCRI by the manfacturer as per the above standards , the quantum of checking to be done from FCRI is th be atatched . The FCV should be fitted on saddle which is fixed on distribution line.Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. (lst Addendum for Volume-S Schedule of Rates w.e,f 07.06.2022 ,Item no 2,SOR Code B210)[Approved Rate]

code30 - Providing and fixing chlirinated chloride (CPVC) pipes, having thermal stability for Hot and 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 Engineers in charge. external work .Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.20 mm Dia Pipe [Vol-2: SR 2021-22 Sl no 9, Item No: 31.2 ( 1st Corrigendum & addendum order date 21/04/2022)

code31 - Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift. .Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.For 20 mm dia [CSR VOL V 2021-22 Chapter No:3 SOR code B118B ,Page No-79 ]

code32 - Providing and fixing ball valve(brass) of approved quality, high or low pressure with plastic float complete as per specification.20mm nominal bore Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.20 mm dia [CSR 2021-22 , Vol - 2,Item No: 13.5.2,Page No- 115 ]

code33 - Providing and fixing ball valve(brass) of approved quality, high or low pressure with plastic float complete as per specification.20mm nominal bore Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.20mm dia [CSR VOL II 2021-22 ,Item No: 13.2.2,Page No- 115 ]

code34 - Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mmxheight 250mm with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mmx600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height,disposal of excess earth with all lead and lifts etc complete as per drawing enclosed Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. [BWSSB-V SR 2021-22 Chapter No: 11 Item No:23]

code35 - 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..Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. [CSR VOL III 2021-22 Item No:4.27 MORTH code 406 ,Page No-24 ]

code36 - 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 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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..Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.For CC Road [CSR VOL III 2021-22 Item No:20.28 MORTH code 1501 ,Page No-137 ]

code37 - Supplying at site RCC verticle fountain slab with CC 1:1.5:3 with 20 mm and down size granite jelly with nominal reinforcements as per design plastered with C.M. 1:4, 20 mm thick, with all lead and lift including plank centering, fom work, machine mixing, tamping, curing with appurtenances, Complete as per specifications including cost of steel.Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. [CSR VOL V 2021-22 Chapter No:3 SOR code B130A ,Page No-80 ]

code38 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces:.Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. [CSR VOL III 2021-22 Item No:8.10 MORTH code 803 ,Page No-56 ]

code39 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade. Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. [CSR VOL III 2021-22 Item No:8.3 MORTH code 801 ,Page No-53 ]

code40 - Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.. Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. In all kinds of soils Depth up to 1.5 m [ CSR 2021-22 ,Vol-I, Chapter No: 1 Item No: 1.4.1]

code41 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates [ CSR Vol-I 2021-22, Chapter No: 2 Item No: 2.1.3]

code42 - 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, plywood / steel formwork, 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 shall be paid separately) .Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.P&L PCC 1:1.5:3 (20mm aggregates) [WS&UW CSR 2021-22, Vol-V,Chapter No:9,ItemNo:1.2,SOR CODE:I030B]

code43 - Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) [CSR 2021-22, Vol-II, Chapter No.11, Item No:11.32][Approved Rate]

code44 - Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: . Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. Tanks staging above 6 m and upto 9 m CSR VOLUME -5 SR (Page no 113 Item No :20.2 SOR Code H210B)

code45 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 10mmIncluding cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. for:MS angle of 65x65x10mm (CSR VOLUME -5 SR (Page no 111 Item No : 11.2 SOR Code H110B)

code46 - Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately)Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. (CSR VOLUME -5 SR (Page no 108 Item No :3.2 SOR Code H030B)

code47 - Providing and laying in position Reinforced 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)).Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. (CSR VOLUME -2 SR (Page no 163 Item No :19.3 SOR Code H020A)

code48 - Cleaning of Water Storage Tank or Sump by following method: (1) Empty the Tank/ Sump and make it to near dry, (2) Apply bleaching powder uniformally (@ Tank capacity x 0.5 gms/litre) inside the Tank/ Sump and wait for one hour, (3) After one hour, clean/ rinse the Tank/ Sump with fresh water. Repeat the process (2) & (3) for two to three times, all complete, as directed by the Engineer-in-charge. .Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. (CSR VOLUME -5 SR (Page no 210 Item No :4 SOR Code V010D)

code49 - Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. (CSR VOLUME -5 SR (Page no 111 Item No : 13 SOR Code H140A)

code50 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman.Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. (CSR VOLUME -III SR Page no 53 Item No :8.4)

code51 - Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete.Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.80 mm dia for Inlet & Outlet (CSR VOLUME -5 SR (Page no 112 Item No : 15.1 SOR Code H160A)

code52 - Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete.Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.100 mm dia for Inlet & Outlet (CSR VOLUME -5 SR (Page no 112 Item No : 15.1 SOR Code H160A)

code53 - 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.In Hard Soil - Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.- Depth up to 1.50m CSR VOLUME -1 SR (Page no 6 Item No :1.6.1 )

code54 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.In Hard Soil - Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. - Depth up to 1.50m CSR VOLUME -1 SR (Page no 10 Item No :1.17.1 )

code55 - 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..- .Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work.75mm diameter PE100(PN 8.0 / 6 Kg/cm2 (VOLUME - 5 SR Page no 127 Item No :1.2 SOR Code K070B))

code56 - Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 10.0 Including cost of all materials, labour, transportation and other incidental charges incur during the execution of work and as per directions of Engineer incharge of work. For TP Air Valve of 50mm dia CSR VOLUME -V Page no 75 Item No : 37.1 SOR Code B085A

code57 - 75 MM ELECTRO FUSION COUPLER CSR-2021-22 Vol-V Page No.3 Item No 95

code58 - 75 MM ELECTRO FUSION ELBOW CSR-2021-22 Vol-V Page No.3 Item No 97