Rural Drinking Water And Sanitation Department Tender

code04 - 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[Vol 2 CSR FOR ED 2021 2022 Page No.84 Item No.11.32]

code05 - Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separatelyM20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.[Vol 1 CSR FOR ED 2021 2022 Page No.16 Item No.2.3.1]

code06 - 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, 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. (The cost of steel reinforcement & formwork to be paid separately)M25 design mix using 20mm nominal size graded crushed coarse aggregates.[Vol 1CSR FOR ED 2021 2022 Page No.15 Item No.2.2.2.1]

code07 - Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 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.[Vol 2 CSR FOR ED 2021 2022 Page No.41 Item No.8.6.1]

code08 - Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) 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.[Vol 2 CSR FOR ED 2021 2022 Page No.62 Item No.9.12.1]

code09 - Earthwork excavation for pipe line trenches including depositing on bank up to a lead of 50 mts and depth up to 2.00 mtrs. including shoring and strutting danger lighting and using sight rails and boning rods at every 100 mts wherever necessary as directed in the following strata. (Manual means) (RWS SR 19 20 Item No 2.22.2) In hard soil

code10 - Providing and laying at site of work PVC pipes including cost of pipes and specials and labour including lowering into trenches laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour and lift charges handling charges with all lead and lifts including encasing pipe around to a depth of not less than 15 cms with gravel or selected earth available from the excavation etc complete (RWS 19 20 Item No 10.01.1 (b)\ PVC pipes of 75mm dia @ 4 Kg/cm2

code11 - Giving hydraulic test for CI / RCC / PVC / HDPE/D.I/A.C pipes line to the pressure equal to two times the working pressure including cost of supply of water. (RWS SR 19 20 Item No 10.07 a) up to 80mm dia

code12 - Refilling the basement and pipe line trenches with selected available earth from trench excavation including watering and consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead and lifts ( compacting vibro roller) (RWS SR 19 20 Item NO 2.25) Excuation Qunty

code13 - Supplying and wiring adopting loop system in existing PVC Conduit/casting caping using coppr PVC insulated multi strand 2x1.5qmm copper wire with a 6Amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box,the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block.Complete for each outlet.(Electrical SR Page No 3 Item No 8) 1.Point wiring using class A Materials a)Short point upto 3Mtr from tapping point to let via switch

code14 - b)Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch

code15 - Supplying 6A flush/projected type socket and a 6amps flush/projected type SP switch either surface/flush mounting in a existing gang box or in a 4mm thick plaqstic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required.b.6A mps 3/5 way.(Electrical SR Page No 6 Item No 12)

code16 - Supplying and fixing of backlite D.P/Socket/Switch with / without neon indicator over existing wood board or flush mounting in plastic plates/nitches.(page no 6,Item 14) 1.Using Group 'B' Material. a)32Amps Flush/project type DP switch

code17 - b)16Amps Flush type Universal socket

code18 - Supplying and flush mounting teak, wooden box without front plank,made of not less that 12mm thick wood after due groove cutting,necessary masonry patch work complete.(Electrical SR Page No 3 Item No 6) a)12"x9"x3"(300x278x76mm)

code19 - b)8x6"x3"(203x152x76mm)

code20 - Suppling and fixing PBBC bakelite straight or slant battern holder and wiring within 60w/230Vlts lamps A.Group "A"(Electrical SR Page No 13 Item No 2)

code21 - Supplying box type flour cent tube light fitting of 4' 36/40 watts flour cent tube fitting.made out of M.S Sheet and stove enemeled with low loss open construction copper wound ferromagnetic ballast starte,locking type brass contact holders mounted on double fold type sheet base fully wired to use on 230 volts AC supply including flour cent tube 1.2x4'x36/40 Watts a.Group 'A'(Electrical SR Page No 16 Item No 3) 1X4'X36/40 Watts

code22 - Supplying Mm dia class A GI pipe bracket upto 2 mtrs long bent at suitable angle and fixing to this bracket 1x40/2x40 watts fluorescent tube street light fitting of all capacities to GI or CI or rail or RCC pole/wall using suitable clamps bolts,and nuts and wiring using suitable capacity wires complete b) using 32mm dia G.I pipe(Electrical SR Page No 28 Item No 1)

code23 - Concealed Condult System:Supplying….mm dia 2mm2.5mm thick heavy gauge PVC condult pipe with suitable size bends etal/PVC junction boxes adhesive paste etc.and running before concreting the slab.The condult should be tied to the reinforcement roas by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures run with 18SWG G1 fish wire wherever necessary.(Electrical SR Page No 2 Item No 2) a)19/20mm dia 2mm thick

code24 - b)25mm dia 2mm thick

code25 - Wiring for lighting/power circuit using one of PVC insulated 1100V grade multis and Copper Conductor single core cable in open or concealed system of wiring GROUP "A"(Electrical SR Page No 9 Item No 20) b)4 sqmm

code26 - c)6 sqmm

code27 - D)1.5 sqmm(for Earthing green colour Only)

code28 - Supplying fixing wiring earth electrode for grounding condults I.C cutouts and other equipments on the meter board using 40mm dia 2.90 thick GI pipe 2.5 mtr long buried in a pit.. The pit should be filled with equal proporation of salt and charcoal 150mm all round the pipe to complete depth.The connection from the pipe to the condult etc.is to be established through GI wire of size as per ISI specification 7.3.3 of IS 732 using 12mm dia bolts,nuts,washers and checknuts etc.the pipe shall have 16 through holes of 122mm dia.(Electrical SR Page No 68 Item No 7)

code29 - Providing abrication & construction of uPVC Lift and Shift Porta Cabins made out of M.S. 100 min C Section for base vertical and for 50x50 an 40mmX20mm M.S. tubes and angles with structure. PVC Panels 20 X 155 X 1.2 mm and 355 X 20 x 1.2 mm e truded sections fixed on both side by hidden screwing stem with uPVC false ceiling. Door Frame made out of VC extruded Profiles with accessories made complete of size 1.00x2.10 and 2.40x2.10 mtr, Windows 2 No. of s 0.90x1.00 mtr made out of UPVC extruded Profiles with 5 mm plain Glass shutters, as per approved specifications, the Ceiling clear height of 2.85 and 2.75 mtr. Roofing of Pre coated G.I. sheet of standard make of 0.45 mm thick and suitable Lifting arrangements will be provided to Porta Cabins with a partition for ATM chamber. Over all size 6.06 13 x 3.06 m including cost of material, labour, loading, u 'oading, erection at various sites as per the directions the engineer in charge of the RWS. (the rates are inclusiv of all taxes and duties as applicable)