Bid Documents For Annual Rate Contract For Various Activity Related To Under Ground Drainage And Other Work For Porbandar Municipal Corporation Of North Zone, Porbandar, Dist.: Porbandar.-Providing and supplying D. I. K-9 grade pipes for following nominal bore diameter with internal cement mortar lining including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (IS 8329-2000). Rate for DI pipe based on Wholesale Price index of Pig Iron as 157.60 for the month of Dec-2022. For sewerage project cement mortor lining shall be with sulphate resistance cement 1.00 80mm 1.01 100mm 1.02 150mm 1.03 200mm 1.04 250mm 1.05 300mm 1.06 350mm 1.07 400mm 1.08 450mm 1.09 500mm 1.10 600mm 1.11 700mm 1.12 750mm 1.13 800mm 1.14 900mm 1.15 1000mm 1.16 1100mm 1.17 1200mm DI Pipe K-7:-Providing and supplying D. I. pipes for following nominal bore diameter with internal cement mortar lining including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (IS 8329-2000). 2.00 80mm 2.01 100mm 2.02 150mm 2.03 200mm 2.04 250mm 2.05 300mm 2.06 350mm 2.07 400mm 2.08 450mm 2.09 500mm 2.10 600mm 2.11 700mm 2.12 750mm 2.13 800mm 2.14 900mm 2.15 1000mm 2.16 1100mm 2.17 1200mm H.D.P.E. Pipes:-HDPE (PE-100) Pipes in standard length suitable for Sewage, Industrial Effluents & Rising main-Providing & Supplying of ISI Marked High Density Poly Ethylene (HDPE - PE-100) Pipes in standard length suitable for Sewage & Industrial Effluents as per IS Specification no. 14333-1996 or its latest revision / amendments including all local & central taxes & duties, freight charges, loading, unloading conveyance to departmental stores etc. complete.6.0 Kg/cm2 3.00 63mm 3.01 75mm 3.02 90mm 3.03 110mm 3.04 125mm 3.05 140mm 3.06 160mm 3.07 180mm 3.08 200mm 3.09 225mm 3.10 250mm 3.11 280mm 3.12 315mm 3.13 355mm 3.14 400mm 3.15 450mm 3.16 500mm 3.17 600mm 3.18 630mm ---HDPE- 10kg/cm2 4.00 63mm 4.01 75mm 4.02 90mm 4.03 110mm 4.04 125mm 4.05 140mm 4.06 160mm 4.07 180mm 4.08 200mm 4.09 225mm 4.10 250mm 4.11 280mm 4.12 315mm 4.13 355mm 4.14 400mm 4.15 450mm 4.16 500mm 4.17 600mm 4.18 630mm Corrugated DWC HDPE pipes (non-pressure pipes): Providing and supplying of Class SN8 Structured Wall polyethelene Piping systems (Pipe with online/offline coupler ond elostomeric sealing ring) with non-smooth External Annular Corrugated and Smooth Internal Surfaces (DoubleWall) for non-pressure underground Sewerage Drainage application as per EN: 134 76-3 including all local and central laxes, transportation, freight charges, octroi. inspection charges, loading , unloading, conveyance to the departmental stores etc. complete.(ID Dia) 5.00 75mm 5.01 100mm 5.02 125mm 5.03 135mm 5.04 150mm 5.05 170mm 5.06 200mm 5.07 225mm 5.08 250mm 5.09 300mm 5.10 400mm 5.11 500mm 5.12 600mm 5.13 800mm 5.14 1000mm 5.15 1200mm R. C. C. PIPE (Horizontal Cast):Providing and supplying ISi Standard R.C.C. pipes( Sulphate Resisting Cement) in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints including a ll taxes. insurance, transportation. freight charges, octroi, inspection charges, loading , unloading, conveyance to departmental stores, stocking etc Class NP2 Test Pressure 0.7 Kg/sq.cm 6.00 150 6.01 200 6.02 225 6.03 250 6.04 300 6.05 350 6.06 400 6.07 450 6.08 500 6.09 600 6.10 700 6.11 750 6.12 800 6.13 900 6.14 1000 6.15 1100 6.16 1200 6.17 1400 6.18 1600 6.19 1800 Class NP3 Test Pressure 0.7 Kg/sq.cm 7.00 150 7.01 200 7.02 225 7.03 250 7.04 300 7.05 350 7.06 400 7.07 450 7.08 500 7.09 600 7.10 700 7.11 750 7.12 800 7.13 900 7.14 1000 7.15 1100 7.16 1200 7.17 1400 7.18 1600 7.19 1800 R. C. C. PIPE (vertically cast):Providing and supplying ISi Standard R.C.C. pipes(of Sulphate Resisling Cement) in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints Including oll taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading. conveyance to departmental stores, stacking etc. complete. (IS. 458/ 1989) Class NP3 Test Pressure 0.7 Kg/sq.cm 8.00 300 8.01 350 8.02 400 8.03 450 8.04 500 8.05 600 8.06 800 8.07 900 8.08 1000 8.09 1200 8.10 1400 Stoneware Pipe : Providing and supplying ISI marked only Standard length Stoneware pipes in standard lengths of following class and diameter including all taxes, insurance, transportation, freight charges. octroi. inspection charges, loading, unloading, conveyance lo departmental stores. stocking etc. complete. (IS - 651 / 1989) - Class AA 9.00 100 mm dia. 9.01 150 mm 9.02 200 mm 9.03 230 mm 9.04 250 mm 9.05 300 mm Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees, reducers or any other specials as per BS-EN-545/1995 Class-A series Kl 2 suitable for use with D.I. Pipes manufactured as per IS:8329/l 994delivery of specials is lo be made lo GWSSB store or site of works any where in Gujarat including all taxes, loading, unloading, carting, stacking, insurance, inspection charges, octroi etc. complete. - With external bitumen & zinc coating & internal cement mortar lining - Socket & Spigot Type - 10.00 80 to 300mm dia 10.01 350 &Above Flanged ended 10.02 80 to 300mm dia 10.03 350 &Above R. C. C. Collars: Supplying of RCC Collars for RCC pipes including all taxes, carting, loading, unloading, etc. complete. 11.00 100 11.01 150 11.02 225or250 11.03 300 11.04 350 11.05 380or400 11.06 450 11.07 500or525 11.08 600 11.09 680or700 11.10 750 11.11 800 11.12 900 11.13 1000 11.14 1100 11.15 1200 11.16 1400 11.17 1600 11.18 1800 RCC precast M.H. Frame & Cover:RCC precast M.H. Frome & Cover Manufacture. supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flot, curing mold work etc. 12.00 Heavy duty:-Frame suitable for 50cm opening of MH 12.01 Heavy duty:-Cover suitable for 50cm opening of MH 12.02 Light Duty:-Frame suitable for 50cm opening of MH 12.03 Light Duty:-Cover suitable for 50cm opening of MH 12.04 House Connection Chamber light duty- Frame 12.05 House Connection Chamber light duty-Cover Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified Upto 1.50mt depth 13.00 In all sorts of soil and soft murrum 13.01 In hard murrum, boulders incl macadam road. 13.02 In soft rock and/or masonry in CM or L M or Lime Concrete. 13.03 hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or by chiseling/breaking only. 1.50 mt to 3.00 mt depth 13.04 In all sorts of soil and soft murrum 13.05 In hard murrum, boulders incl macadam road. 13.06 In soft rock and/or masonry in CM or L M or Lime Concrete. 13.07 hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or by chiseling/breaking only. 3.00 mt to 4.50 mt depth 13.08 In all sorts of soil and soft murrum 13.09 In hard murrum, boulders incl macadam road. 13.10 In soft rock and/or masonry in CM or L M or Lime Concrete. 13.11 hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or by chiseling/breaking only. 4.50 mt to 6.00 mt depth 13.12 In all sorts of soil and soft murrum 13.13 In hard murrum, boulders incl macadam road. 13.14 In soft rock and/or masonry in CM or L M or Lime Concrete. 13.15 hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or by chiseling/breaking only. 6.00 mt to 7.50 mt depth 13.16 In all sorts of soil and soft murrum 13.17 In hard murrum, boulders incl macadam road. 13.18 In soft rock and/or masonry in CM or L M or Lime Concrete. 13.19 hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or by chiseling/breaking only. Excavation for P/L trenches beyond 7 .Sm:-For every extra additional depth of 1.5 m or part there of beyond 7 .5 m depth 13.20 In all sorts of soil and soft murrum 13.21 In hard murrum, boulders incl macadam road. 13.22 In soft rock and/or masonry in CM or L M or Lime Concrete. 13.23 hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or by chiseling/breaking only. 14.00 Excavation in Bituminous Road;-Excavation in bituminous road as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts as specified.(A )Excavation in Bituminous Road 15.00 Providing bedding incl. ramming, watering, levelling, consolidating etc. Complete as per standard and instruction of enaineer incharae:- As above with selected excavated earth available near site 15.01 As above with Murrum brought from outside inclduing all lead 15.02 As above with required quality Sand brought from outside inclding all lead Providing and making flanged joints to flanged DI / C.I. pipes of all classes / specials etc. including cost of all jointing materials rubber packing, nut bolts, inclduing lowering laying jointing labour hydraulic testing etc. complete. 16.00 80mm 16.01 100mm 16.02 125 mm 16.03 150mm 16.04 200mm 16.05 250mm 16.06 300mm 16.07 350mm 16.08 400mm 16.09 450mm 16.10 500mm 16.11 600mm 16.12 700mm 16.13 750mm 16.14 800mm 16.15 900mm 16.16 1000mm 16.17 1100mm 16.18 1200mm Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints / Mortar lined D. I. Pipes of various classes with Cl / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including hydraulic testing etc. comp. 17.00 80mm 17.01 100mm 17.02 125 mm 17.03 150mm 17.04 200mm 17.05 250mm 17.06 300mm 17.07 350mm 17.08 400mm 17.09 450mm 17.10 500mm 17.11 600mm 17.12 700mm 17.13 750mm 17.14 800mm 17.15 900mm 17.16 1000mm 17.17 1100mm 17.18 1200mm Lowering, laying and jointing HDPE pipes and specials of following class and diameter (By butt fusion welding method) including cost of conveyance from stores to site of works at all level including cost of labour, material, giving satisfactory hydraulic testing etc. comp. 18.00 50mm 18.01 63mm 18.02 75mm 18.03 90mm Lowering. laying and jointing HDPE pipes and specials of following class and diameter (By butt fusion welding method) including cost of conveyance from stores to site of works at all level including cost of labour, material, giving satisfactory hydraulic test inQ etc. comP. 18.04 110mm 18.05 125mm 18.06 140mm 18.07 160mm 18.08 180mm 18.09 200mm 18.10 225mm 18.11 250mm 18.12 280mm 18.13 315mm 18.14 355mm 18.15 400mm 18.16 450mm 18.17 500mm 18.18 600mm 18.19 630mm 18.20 710mm 18.21 800mm 18.22 900mm 18.23 1000mm Lowering, laying and jointing of class SN 8 structured wall ( External Annular Corrugated & Smooth Internal surface) Polyethylene Piping and fittings with the help of coupler ( on line / off line ) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench at all level, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient.depth & alignment ,testing the water tightness of the joints, ensuring the continuity tests of specified pipe segments etc. complete as per drawing.specifications & detailed engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. 19.00 75mm 19.01 100mm 19.02 125mm 19.03 135mm 19.04 150mm 19.05 170mm 19.06 200mm 19.07 225mm 19.08 250mm 19.09 300mm 19.10 400mm 19.11 500mm 19.12 600mm 19.13 800mm 19.14 1000mm 19.15 1200mm L,L& J of R.C.C. Pipes:-Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of following diameters in proper position, grade and alignment at all level as directed by Engineer-in-charge including conveyance from stores to site of work, labour, giving hydraulic testing as per ISi code.Class NP2,NP3,NP4 20.00 80 20.01 100 20.02 150 20.03 225 20.04 250 20.05 300 20.06 350 20.07 380 20.08 400 20.09 450 20.10 500 20.11 525 20.12 600 20.13 680 20.14 700 20.15 750 20.16 800 20.17 900 20.18 1000 20.19 1100 20.20 1200 20.21 1400 20.22 1600 20.23 1800 Lowering, laying and jointing Stone Ware pipes of following diameters with cement joints in C. M. 1 :1 proportion in proper position, grade and alignment at all level as directed by Engineer-in-charge including conveyance from stores to site of work, Jointing material etc. comp. 21.00 75 mm 21.00 100 mm 21.01 150 mm 21.02 200 mm 21.03 230 mm 21.04 250 mm 21.05 300 mm Refilling of pipeline trenches:-Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuff as directed within a radius of 5 km. 22.00 Refilling as directed 22.01 with selected soil brougnt from outside including all lead Add for restoration of infrastructures hke Kharkuwa. Electncal Line, Telephone cables all types. water tines. gas line. septic tanks etc Kharkuwa Repairina 23.00 Upto 1.50mt depth 23.01 1.5 to 3.00 mt. 23.02 Cable Repairing - Electric/Telephone cable 24.00 P.C.C (M7.5) 1:4:8 Mass concrete:-Providing and casting in situ mass cement concrete in 1:4:8 proportion using granite quartzite trap metal of size 25 mm to 40 mm including consolidation curing etc. complete. P.C.C. M-10 levelling Course:-Providing and casting in situ mass cement concrete in grade M-10 (approx. corresp. to prop. 1:3:6) using granite quartzite trap metal of size 12 mm to 25 mm incl. consolidation curing etc. complete. 25.00 With Form Work 25.01 Without Forms Work C.C. (M-15):-Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 1:2:4)(proportions as per mix design or as per Table 9 of 1S456 2000 in masses by weigh batching ) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, forn work, needle vibrated consolidation, curingcomp. up to 6 meter deplh or hei;iht (excluding cost of re inforcement and neat finishing) with centering and shuttering/deshuttering etc. comp. for structure for olher than water retaining. 26.00 Footing (without form work) 26.01 Footing for column or foundation (with form work) C.C. M-20 (without w.p.chemical):-Providing and casting in situ C.C. in grade M-20 (proportions as per mix design or as per table9 of 1S456 2000 in masses by weigh batching ) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, formwork. needle vibrated consolidation, curing complete up to 6 meter depth or height (excluding cost of reinforcement and neat finishing) with centering and shuttering/deshultering etc. complete for structure other than water retaining (Below G.L) 27.00 Top flat slab/slab of various thickness 27.01 Top/roof Dome 27.02 Vertical Wall/Cylindrical wall C.C. M-20 Nominal Mix (with w.o.chemical):-Providing and cast in situ C.C. in grade M- 20 (approx. corresp. to prop. 1:1.5:3) (proportions as per mix design or as per table9 of 1S456 2000 in masses by weigh batching ) using quartzite trap metal of size 12 mm to 20 mm and or 6 mm to 12 mm including scaffolding centering form work, needle vibrated consolidation. curing and hydraulic testing etc. complete (excl·;ding cost of reinforcement) wi th centering and shuttering/deshuttering etc. complete up to 6 meter height/depth from Av. G.L. for all structures with water proofing compound. 28.00 Boltom slab or floor slab with shuttering 28.01 Bottom slab or floor slab - wi1hout shuttering 28.02 Bottom dome/ roof dome 28.03 Slant slab/conical wall or conical shell Vertical Wall 28.04 up to 15 cm thick 28.05 Above 1 5 cm and up to 20 cm 28.06 Above 20 cm and up to 25 cm 28.07 Above 25 cm C.C. M-25 Control concrete for water retaining structures:-Providing and cast in situ C.C. in grade M-25 proportions of ingredients as per mix design by weigh batching using granite, quartzite trap metal of size 12 mm to 20 mmand or 6 mm to 12 mm including scaffolding centering formwork, needle vibrated consolidation, curing and hydraulic testing etc. complete (excluding cost of reinforcement) with centering and shuttering/deshuttering etc. comp. up to 6 meter height /depth Av. G.l.for all water retaining structures 29.00 Flat bottom slab/floor slab/slab with shuttering 29.01 Flat bottom slab/floor slab/slab without shuttering 29.02 Bottom dome I Top dome 29.03 Slant slab /conical wall or con cal shell Vertical Wall 29.04 up to 15 cm thick 29.05 Above 15 cm and up to 20 cm 29.06 Above 20 cm and up to 25 cm 29.07 Above 25cm C.C. M-30 Control concrete for water retainina structures:-Providing and cast in situ C.C. in grade M-30 proportions of ingredients as per mix design by weigh batching using grariite, quartzite trap metal of size 12 mm to 20 mm and or 6 mm to 12 mm including scaffolding centering formwork, needle vibrated consolidation. curing and hydraulic testing etc. complete (excluding cost of reinforcement) with centering and shuttering/deshuttering etc. comp. up to 6 meter height /depth Av. G.L.for all water rataining structures 30.00 Flat bottom slab/floor slab/slab with shuttering 30.01 Flat bottom slab/floor slab/slab without shuttering 30.02 Bottom dome I Top dome 30.03 Slant slab /conical wall or conical shell Vertical Wall 30.04 up to 15 cm thick 30.05 Above 15 cm and up to 20 cm 30.06 Above 20 cm and up to 25 cm 30.07 Above 25 cm Steel /Reinforcement bars:-Supplying cutting, bending, binding and placing in position steel as per plan and design and as per ISS 2502 including cost of steel and binding wire for reseNoirslstructures only including ift up to 6 meter height or depth below G.L. for all diameter 31.00 Do - deformed (TMT) bars confirming to relevant IS Fe - 500 grade for all diameters. 31.01 Do-CRS steel all diameter Fe 500grade confirming to relevant I.S. Sewer Manholes:-Providing and constructing Sewer manholes, scraper manholes and unit house connection chamber, as per the type design In brick masonry 1 C. M. 1 :5 and inside and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm coping wilh reinforcemenl in R.C.C.M. 200 fixing C. I. sleps and fixing manhole frame and covers (But excluding supply of manhole frame and covers) over manholes and house connection chambers and fixing Manhole covers (but excluding supplying of manhole covers) over scraper manhole etc. complete, providing and fixing safety chain wherever ner,essary as per lhe stipulations in the type design complete as per Iates1 CPHEEO manual. (excl. excavation). 32.00 Manhole type A Circular type having inside diameter of 1200 mm tor depth upto 1.5 m depth (for 150 mm to 500 mm dia sewer) 32.01 Manhole type A as above but upto 1.0 M depth. Manhole type B circular type having inside diameter of minimum 1500 mm and for depth from 1.5 M 10 4.0 M (for 150 mm to 600 mm dia sewers) 33.00 Manhole type B as above but upto 1.5 M depth 33.01 Extra deoth beyond 1.5 M but unto 4.0 M depth for type B manhole above. Manhole type C circular type having inside diameter of minimum 1500 mm and for depth beyond 4.0 m to 6.0 m (for 150 mm to 1800 mm dia sewers) 34.00 Manhole type C as above but upto 4.0 M deplh. 34.01 Extra depth beyond 4.0 Mand up 10 6.0 M depth for type C Manhole above. Manhole type D1 circular type having inside diameter of minimum 1500 mm and For depth beyond 6 m to 10 m (for 150 mm to 500 mm diameter sewers) 35.00 Manhole type D1 as above but upto 6.0 m depth 35.01 Extra depth beyond 5.0 m and upto to mt depth but type D1 manhole above. Manhole type D2 circular type having inside diameter of minimum 1500 mm and for dopth beyond 6.0 M to 10.0 M (for 600 mm to 1000 mm dia sewers) 36.00 Manhole type D2 as above but upto 6.0 m depth 36.01 Extra depth beyond 6.0 m and upto 10.0 m deoth for tvoe D2 manhole above Manhole type D3 circular type having inside diameter of minimum 1900 m and for depth beyond 6.0 m to 10.0 m (for 1100 mm to 37.00 Manhole type D3 as above but upto 6.0 m depth 37.01 Extra depth beyond 6.0 m and upto 10.0 m depth for type D3 manhole above. Scraper manhole type SI rectangular type for 600 mm dia to 1200 mm dia sewer pipes and for depth 2.5 m co 9.0 m 38.00 Scraper manhole type SI as above but upto 2.5 m depth 38.01 Extra depth beyond 2.5 m and upto 9.0 m depth for type SI Scraper manhole above Scraper manhole type S2 rectangular type tor 1400 mm dia. sewer pipes and for depth 2.5 m to 9.0 m 39.00 Scraper manhole type S2 as above but upto 2.5 m depth 39.01 Extra depth beyond 2.5 m and upto 9.0 m depth for type S2 Scraper manhole above. Vertical Drop Manhole arrangement: Providing and constructing vertical drop arrangement oi 0.6 rn and more height as requ,red including providing and jointing special such as double T. Bend required stoneware pipe fixed in m-I00 C. C. required level as type design cutting, join ting and filleting as per specification etc. complete. 40.00 Vertical drop arrangement as above uplo 0.6 m height. 40.01 Extra over item No.3.1 above for additional drop beyond 0.6 m 41.00 Providing and constructing rectangular brick masonry Chamber lor house connection as per type design in brick masonry in C. M. 1:3 lneluding M-100 in foundation M-150 in benching inside plastering in C. M. 1:3 and outside plastering in C. M. 1:3 coping M200 and fixing RCC precas1 manhole frame and covers, but Exd. supply ol mant,ole and cover etc. complete excl. excavation. 42.00 Desilting of inter-septic chambers incl. fixing of covers. Cleaning etc. with cleaning, rodding etc. for 100 mm dia. S. W. pipe chamber tochamber. Manufacture. supply and delivery of Chemical fabricated RCC Precast chambers with top cover as per specification and dra,nng attached with the tender documents for sizes as mentioned below. The delivery of chambers with damps, nuts, bolts and locking arrangemant (without lock) is to be made to GWSSB store or sites any where in Gujarat. The rates includes all taxes. loading. carting. unloading. stacking. including all taxes. 43.00 60 x 60 x 90 cm deep (Suitable lo 80 lo 300 mm dia pipes) 43.01 Foot rest for above chambers 43.02 90 x 90 x 145 cm deep(Suitable to 350 to 600 mm dla pipes) C.C M:100 for Pipe Encasing:-Providing C.C.M.:100 for encasing pipes using trap metal size 12 mm to 50 mm incl. form work curing consolidation etc. complete for various location on pipe line 44.00 using trap metal 20 mm nominal size 44.01 using trap metal 40 mm size 45.00 White Stone Bela mesonry block in course in superstructure with stone of approved quality in Lime Mortar 1:1.5 (1-Lime putty : 1.5- finesand) including packing the joints etc.complete. 46.00 White Stone Bela mesonry work in partition walls upto 15 cm thickness in cement Mortar 1:4 ( 1- Cement : 4- course sand) 47.00 White Stone Bela mesonry block in course in superstructure with stone of approved quality in Lime Mortar 1:5 (1- Cement :5- course sand) including packing the joints etc. complete. 48.00 White Stone Bela mesonry block in course in superstructure with stone of approved quality in Lime Mortar 1:6 (1- Cement : 6- course sand) including packing the joints etc. complete. 49.00 Providing 15mm thick cement plaster in single coat on Rough(Similar)side of single or half brick walls for interiorplastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) 50.00 Providing 15mm thick cement plaster in single coat on Rough Similar)side of single or half brick walls for interior plastering upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) 51.00 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior plastering upto floor two level and finished even and smooth in (iii) Cement mortar 1:6 (1-cement:6-sand 52.00 Providing 20mm thick cement plaster in single coat on single or half brick walls for interior plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1- cement:3-sand) 53.00 Providing 20mm thick cement plaster in single coat on single or half brick walls for interior plastering upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1- cement :4-sand) 54.00 Providing 20mm thick cement plaster in single coat on single or half brick walls for interior plastering upto floor two level and finished even and smooth in (iii) Cement mortar 1:6 (1- cement:6-sand) 55.00 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete 56.00 FRC Trench perforated cover with M.S.Belt : 900 x 900 x 125mm Capacity : EHD-40 Reinforcement 12mm double net Hook 16mm M.S.Belt 2mm C.O. 600x600mm 57.00 FRC Catchpit Frame Size:-36 x 36 (900x 900mm) Frame Thickness:- 6.5 (160mm) Frame Weight:- 153 Kg Cover Size:-30 x 30 (750x 750mm) Cover Thickness:- 3.5 ( 87.5mm) Cover Weight:- 102Kg Clear Opening:-24x24 (600 x600mm) 58.00 FRC Catchpit Frame Size:-36 x 36 (900x 900mm) Frame Thickness:- 7 (175mm) Frame Weight:- 159 Kg Cover Size:-30 x 30 (750x 750mm) Cover Thickness:- 4 ( 100mm) Cover Weight:- 117Kg Clear Opening:-24x24 (600 x600mm) 59.00 Labour charges - Mazdoor (Female) 60.00 Labour charges - Mazdoor (Male) 61.00 Precast Concrete Paiitu(Slab Cover ) along with the cost Of Fixing,Jointing all complete at Site 62.00 Hire charges for Tractor Breaker 63.00 Providing and executing core cutting in RCCconcrete using heavy-duty diamond core cutting machine, including proper marking, alignment, drilling of 50 mm diameter circular hole (up to 300 mm depth) with water-cooled cutting process to prevent overheating and cracking, complete as per standard engineering practice. The work includes mobilization of equipment, skilled manpower, water arrangement for cooling, proper collection and disposal of slurry, and finishing the edges smoothly. Rate inclusive of all tools, plant, labor, safety equipment, and machinery including reinforcement cutting and reinstatement. All work to be carried out as directed and approved by the Engineer-in-Charge. 64.00 Providing and executing core cutting in RCCconcrete using heavy-duty diamond core cutting machine, including proper marking, alignment, drilling of 100 mm diameter circular hole (up to 300 mm depth) with water-cooled cutting process to prevent overheating and cracking, complete as per standard engineering practice. The work includes mobilization of equipment, skilled manpower, water arrangement for cooling, proper collection and disposal of slurry, and finishing the edges smoothly. Rate inclusive of all tools, plant, labor, safety equipment, and machinery including reinforcement cutting and reinstatement. All work to be carried out as directed and approved by the Engineer-in-Charge. 65.00 Providing and executing core cutting in RCCconcrete using heavy-duty diamond core cutting machine, including proper marking, alignment, drilling of 125 mm diameter circular hole (up to 300 mm depth) with water-cooled cutting process to prevent overheating and cracking, complete as per standard engineering practice. The work includes mobilization of equipment, skilled manpower, water arrangement for cooling, proper collection and disposal of slurry, and finishing the edges smoothly. Rate inclusive of all tools, plant, labor, safety equipment, and machinery including reinforcement cutting and reinstatement. All work to be carried out as directed and approved by the Engineer-in-Charge. 66.00 Providing and executing core cutting in RCCconcrete using heavy-duty diamond core cutting machine, including proper marking, alignment, drilling of 150 mm diameter circular hole (up to 300 mm depth) with water-cooled cutting process to prevent overheating and cracking, complete as per standard engineering practice. The work includes mobilization of equipment, skilled manpower, water arrangement for cooling, proper collection and disposal of slurry, and finishing the edges smoothly. Rate inclusive of all tools, plant, labor, safety equipment, and machinery including reinforcement cutting and reinstatement. All work to be carried out as directed and approved by the Engineer-in-Charge. 67.00 Fixing all types of frame and cover in C.C. 1 :2:4 including carting etc. comPlete 68.00 providing connection of an existing pipe to a newly laid pipeline, including cutting, alignment, cleaning, and jointing using suitable methods such as mechanical couplers, flanges, welding, or fusion, depending on the pipe material. It includes preparation of pipe ends, installation of transition fittings if required, and securing the joint with proper support or thrust blocks. The scope also involves testing the joint for leakage through hydrostatic or pneumatic methods and ensuring compliance with relevant standards. All works shall be completed as per specifications and site conditions for a durable, leak-proof connection.rates are including all labor, materials, tools, and equipment required 69.00 Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable water with ring fit joint including cost of rings, as per IS specification no. 4985/1988 including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores and including cost of jointing meterial etc. complete. Test Pressure 4 Kg/cm2. 63 mm Dia. 69.01 75 mm Dia. 69.02 90 mm Dia. 69.03 110 mm Dia. 69.04 125 mm Dia. 69.05 140 mm Dia. 69.06 160 mm Dia. 69.07 180 mm Dia. 69.08 200 mm Dia. 69.09 225 mm Dia. 69.10 250 mm Dia. 69.11 280 mm Dia. 69.12 315 mm Dia. 70.00 Test Pressure 6 Kg/cm2. 63 mm Dia. 70.01 75 mm Dia. 70.02 90 mm Dia. 70.03 110 mm Dia. 70.04 125 mm Dia. 70.05 140 mm Dia. 70.06 160 mm Dia. 70.07 180 mm Dia. 70.08 200 mm Dia. 70.09 225 mm Dia. 70.10 250 mm Dia. 70.11 280 mm Dia. 70.12 315 mm Dia. 71.00 Test Pressure 8 Kg/cm2. 63 mm Dia. 71.01 75 mm Dia. 71.02 90 mm Dia. 71.03 110 mm Dia. 71.04 125 mm Dia. 71.05 140 mm Dia. 71.06 160 mm Dia. 71.07 180 mm Dia. 71.08 200 mm Dia. 71.09 225 mm Dia. 71.10 250 mm Dia. 71.11 280 mm Dia. 71.12 315 mm Dia. 72.00 Test Pressure 10 Kg/cm2. 63 mm Dia. 72.01 75 mm Dia. 72.02 90 mm Dia. 72.03 110 mm Dia. 72.04 125 mm Dia. 72.05 140 mm Dia. 72.06 160 mm Dia. 72.07 180 mm Dia. 72.08 200 mm Dia. 72.09 225 mm Dia. 72.10 250 mm Dia. 72.11 280 mm Dia. 72.12 315 mm Dia. 73.00 Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of labour, material, cement solvent. giving satisfactory hydraulic testing as per ISi code. 63 mm Dia. 73.01 75 mm Dia. 73.02 90 mm Dia. 73.03 110 mm Dia. 73.04 125 mm Dia. 73.05 140 mm Dia. 73.06 160 mm Dia. 73.07 180 mm Dia. 73.08 200 mm Dia. 73.09 225 mm Dia. 73.10 250 mm Dia. 73.11 280 mm Dia. 73.12 315 mm Dia. 74.00 Manufacture, supply and delivery of 80 mm to 700 mm dia cast iron plain ended specials complete as per IS: 5531 1977 (Part-I to Ill) or its latest revision if any, suitable for use with AC. Pressure pipes manufactured as per IS: 1592 1989 or its latest revision for various dia meter and classes. The delivery of specials is to be made to GWSSB store or sites any where in Gujarat States including all taxes, loading. carting, unloading, stacking, insurance, octroi. inspection charges etc. complete C. I. Manhole Frame & Cover All type 75.00 Dewatering by pumping set of required capacity including temporary platform carting pumping at site and fixing the same in position including all accessories. and fuel and labour etc. complete. 76.00 Shoring or timbering INCLUDING COST OF LOCAL WOOD MATERIAL Shoring or timbering for trench with 50 mm thick planks and suitable size truts etc. complete. Removing of existing pipeline incl. removal of specials, valves jointing material including carting and stacking of removed material from site of work to the department store as directed excl. excavation and refilling. - D.I./ C. I. S. & S. Spun Pipes suitable for tvton joints. 77.00 80mm 77.01 100mm 77.02 125mm 77.03 150mm 77.04 200mm 77.05 250mm 77.06 300mm 77.07 350mm 77.08 400mm 77.09 450mm 77.10 500mm 77.11 600mm 77.12 700mm 77.13 750mm 77.14 800mm 77.15 900mm ----A. C. Pressure Pipe 78.00 80mm 78.01 100mm 78.02 125mm 78.03 150mm 78.04 200mm 78.05 250mm 78.06 300mm 78.07 350mm 78.08 400mm 78.09 450mm 78.10 500mm 78.11 600mm -----RCC/ Pre-stressed concrete Pipes 79.00 300mm 79.01 350mm 79.02 380mm 79.03 400mm 79.04 450mm 79.05 500mm 79.06 525mm 79.07 600mm 79.08 700mm 79.09 750mm 79.10 800mm 79.11 900mm ---P. V. C HDPE/ GRP Pipes 80.00 63mm 80.01 75mm 80.02 90mm 80.03 110mm 80.04 125mm 80.05 140mm 80.06 160mm 80.07 180mm 80.08 200mm 80.09 225mm 80.10 250mm 80.11 280mm 80.12 300mm --------Galvanised M. S. Tubes 81.00 15 mm 81.01 20 mm 81.02 25 mm 81.03 32 mm 81.04 40 mm 81.05 50 mm 81.06 65 mm 81.07 80 mm 81.08 100 mm 81.09 125 mm 81.10 150 mm 82.00 Drilling of 300mm dia Horizomal borehole for watermain pipeline under the railway tracks incl all strata with requried length including fixing of 250mm dia MS casing pipe of minimum 5mm thick Or IRS Casing Pipe with welding pushing etc complete. Providing & fixing various size of pipe for 150/168mm dia watermain of G.I/M.S pipe of minimum 6.3mm thick for railway permises as per instruction & regulations of Railway authority & under supervision of Railway authority incl Provinding, supplying & fixing of spacer at specified interval if required between Casing pipe and water main, ISI make sluice valve of required size at both side of railway boundry with construction of brickedge pavement including CC encasing 1:3:6 in 10mtr length at both side. Incl provinding & fixing of M.S/lron Manhole frame with cover for valve chamber with locking arregmenl etc complete with all material labour fabrication.hydraulic testing of pipe & valve etc complete for total 45 mtr Length Which includes horizontal pushing and with open excavation. --Without Water main & withMS Casing Pipe-250 thick:5 83.00 Drilling of 500mm dia Horizontal borehole. for. watermain pipeline under the railway tracks incl all strata with requried length including fixing of 400mm dla M.S.casing pipe of minimum 6mm thick with welding pushing etc complete Providing & fixing various size of pipe for 193.7mm/219.10mm/244.5mm dia watermain of G.I / M.S pipe of minimum 6.3mm thick for railway permises as per instruction & regulations of Railway authority & under supervision of Railway authority incl Provinding. supplying & fixing of spacer at specified interval if required between Casing pipe and water main. ISI make sluice valve of required size at both side of railway boundry with construction of brickedge pavement incl C:C encasing 1:3.6 in 10mtr length of pipe at both side. incl provinding & fixing of M.S/lron Manhole frame with cover for valve chamber with loacking arregment etc. complete with all material labour fabrication.hydralic testing of pipe & valve etc complete for 45 mt Length.which includes horizontal pushing and with open excavation. ---Without Water main & with MS Casing pipe 84.00 Drilling of 600mm dia Horizontal borehole for walermain pipeline under the railway tracks ind ail strata with requried length incl fixing of 500mm dia M.S.casing pipe of minimum 8mm thick Or IRS Casing Pipe with welding pushing etc oomplete Providing & fixing various size of pipe for 273.1mm/323.9mm/355.6mm dia watermain of G.I/M.S pipe of minimum 6.3mm thick for railway permises as per lnstruclion & regulations of Railway authority & under supervision of Railway authority incl Provinding. suppllying & fixing of spacer at specified interval if required between Casing pipe and water main. ISI make Sluice valve of required site at both side of raiway boundry with construction of brickedge pavement incl C:C Encasing 1 :3:6 in 10mtr length of pipe at both side. Incl provinding & fixing of M.S iron Manhole frame with cover for valve cliamber ,with loacking arrangement etc. complete with all material labour fabrication.hydraulic testing of pipe & valve elc complete for 45mtr Length.which includes horizontal pushing and with open excavation. ---Without Water main & with MS Casing Pipe 85.00 Dnlllng of 900mm dia Horizontal borehole for watermain pipeline under the railway tracks incl all strata with requried length incl fixing of 800mm dia M.S.casing pipe of minimum 12mm thick Or IRS Casing Pipe with welding pushing etc complete Providing & fixing various size of pipe for 406.4 mm/457mml508mm dia ,watermain or G.I/M.S pipe of minimum 6.3mm thick for railway permises as per instruction & regulations of Railway authority & under supervision of Railway authority incl Provinding & suppllying fixing of spacer at specified interval If required between Casing pipe and water main. ISI make sluice valve or required size at both side of railway boundry with construction of brickedge pavement ind C:C encasing 1.3·6 in 10mtr length of pipe at both side. Incl Provinding & fixing of M.S lron Manhole frame with cover for valve chamber with backing arregment etc. complete with all material labour fabrication.hydralic testing of pipe & valve etc complete for 45 mt length.which includes horizontal pushing and with open excavation. --- Without Water main & with MS Casing Pipe 86.00 Drilling of 1300mm dia Horizontal borehole for watermain pipeline under the railway tracks incl all strata wilh requried length incl fixing or 1200mm dia M.S.casing pipe of minimum 16mm thick Or IRS Casing Pipe with welding pushing etc complete Providing & fixing various size of pipe tor 559mm/610mm/660mm/711mm dia watermain ol G.I/M.S pipe of minimum 6.3mm thick for railway permises as per instruction & regulations all Railway authority & under supervision of Railway authority incl Provinding, supplying & fixing of spacer of specified interval if required between Casing pipe and water main.ISI make sluice valve of required size at both side of raijway boundry with construction of brickedge pavement ind C:C encasing 1:3:6 in 10mtr length of pipe at both side. Incl Provinding & fixing or M.S/lron Manhole frame with cover for valve chamber with loacking arregment etc. complete with all material labour fabrication.hydraulic testing of pipe & valve etc cmplete for 45mtr length. --- Without Water main & with MS Casing Pipe 87.00 Drilling of 200mm dia Horizontal borehole for watermain pipeline crossing under the road incl in all strata wilft requried length incl fixing of 150mm dia M.S casing pipe of minimum 5mm thick Or IRS Gasing Pipe wilh pushing etc complete. providing and fixing various size of carrying pipe for 80mm dia (Complete for 45 mt length) - Without Water main & withMS Casina Pipe-150 thick:5 88.00 Drilling of 250mm dia Horizontal borehole for watermain pipeline crossing under the road inc in all strala with requried length incl fixing of 200mm dia M.S/RCC casing pipe with pushing, etc complete various size at pipe For 100mm dia (For 45 mt l ength) --Without Water main & withMS Casina Pipe-200 thick:5 89.00 Drilling of 300mm dia Horizontal borehole for watermain pipeline crossing under the road incl in all strata with requried length incl fixing of 250mm dla M.S/RCC casing pipe 1Mth pushing, etc complete vanous size of pipe for 168mm dia watermain (For 45 mt Length) --Without Water main & with MS Casina Pipe-250 thick:5 90.00 Dnlling of 500mm dia Horiionlal borehole ror watermain pipeline crossing under the road incl in all strata with requried length inci fixing of 400mm dia M.S/RCC casing pipe wtlh pushing etc complete various size or pipe for 193.7 to 244.5mm dia watermain (For 45 mt Length)---Without Water main & with MS Casing Pipe-400 thick:6 91.00 Drilling of 600mm dia Horizontal borehole for walermain pipeline crossing under the road ind in all slrata with required length incl fixing of 500mm dia M.S/RCC casing pipe with pushing etc complete various size of pipe for 273. 1 to 355 .6rnm dia watermain (For 45 mt Length) --Without Water main & wilh MS Casing Pipe-500 ,thick:8 92.00 Drilling of 900mm da Horizontal borehole for waIermain pipeline crossing under the road ,ncl in all strata will, requried length lncl in fixing of 800mm dia M.S/RCC casing pipe 1mtr pushing etc complete various size of pipe for 406.4 10 508mm dia watermain {for 45 Mtr. Length) -- Without Water main & with MS Casing Pipe-800 thick:12 93.00 Drilling of 1300mm dia Horizontal borehole for watermain pipeline crossing under the road incl in all strata with requried length incl fixing of 1200mm dia M.S/RCC casing pipe with pushing etc complete various size of pipe for 559 to 711mm dia waterrnain. (for 45 Mtr Length) -- Without Water main & with MS Casing Pipe-1200 thick:16 94.00 Restoration of Road for Pipeline including excavation of all type of strata with clearing and grubbing of plants and vegetation upto 300 mm depth and preparation of granular sub base and base course of Non- Bituminous surface and Base surface including providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming to IS:8887 with the primer shall be sprayed uniformly at the rate of 0.70 1.0kg/sqm. and layer of dense graded Bituminous Macadam as per MORTH specification fifth edition clause No507 and IRC-SP-97-2013 including Providing and applying tack coat with VG-10 Grade bitumen using bitumen pressure distributor at the rate of 0.20 kg/sqm on the existing bituminous surface cleaned with Air Compressor.. 95.00 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 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, Cement Concrete M40 grade of specifiedthickness in pavement using OPC 43 gradecement minimum @ 405 kg/cum and graded stone aggregates 25 mm nominal maximum size laid torequired slope and camber in panels as requiredusing appropriate batching and mixing plant,vibrating system comprising of needle vibrator,surface (screed) vibrator, floater etc, heavy dutysteel form work made from MS channels including provision of contraction, expansion, constructionand longitudinal joints, joint filler board, jointsealant, sealant primer, debonding strip, MS rounddowel bar, tie rod, Supplying cutting, bending, binding and placing in position steel as per plan and design and as per ISS 2502 including cost of steel and binding wire for reservoirs/structures only including lift up to 6 meter height or depth below G.L. for all diameters Do – deformed (TMT) bars confirming to relevant IS Fe – 500 grade. Lowering, laying and jointing valves in position following C.I. / D/F Reflux valves, Butterfly valves, Sluice valves, Check Valves and Air valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. -- Sluice valves, Butterfly Valves, Reflux Valves 96.00 50mm 96.01 65mm 96.02 80mm 96.03 100mm 96.04 125mm 96.05 150mm 96.06 200mm 96.07 250mm 96.08 300mm 96.09 350mm 96.10 400mm 96.11 450mm 96.12 500mm 96.13 600mm 96.14 700mm 96.15 750mm 96.16 800mm 96.17 900mm 96.18 1000mm ---Air valves single ball Flanged / screwed type 97.00 15 mm 97.01 20 mm 97.02 25 mm 97.03 40 mm 97.04 50 mm ---Air valves double ball Flanged 98.00 25 mm 98.01 40mm 98.02 50mm 98.03 65mm 98.04 80mm 98.05 100mm 98.06 150mm 98.07 200mm 99.00 Thrust Blocks: Providing and casting in situ C.C. in grade M-20 (porportions as mix design or as per table9 of IS456 2000 in masses by weigh batching) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, formwork, needle vibrated consolidation, curing complete up to 6 meter depth or height (excluding cost of reinforcement and neat finishing) with centering and shuttering etc. complete for structure other than water retaining. Supplying cutting bending binding and placing in position steel as per plan and design and per ISS 2502 incl. cost of steel and binding wire for reservoirs/ structures only including lift up to 6 meter height or depth below GL for all diameters. -do- Thermo mechanically treated (TMT) bars Fe415 / Fe500 grade for all diameters. FOR DI Pipe 99.01 250 MM DIA DI PIPE 99.02 300 MM DIA DI PIPE 99.03 350 MM DIA DI PIPE 99.04 400 MM DIA DI PIPE 99.05 450 MM DIA DI PIPE 99.06 500 MM DIA DI PIPE 99.07 600 MM DIA DI PIPE Thrust Blocks: Providing and casting in situ C.C. in grade M-20 (porportions as mix design or as per table9 of IS456 2000 in masses by weigh batching) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, formwork, needle vibrated consolidation, curing complete up to 6 meter depth or height (excluding cost of reinforcement and neat finishing) with centering and shuttering etc. complete for structure other than water retaining. Supplying cutting bending binding and placing in position steel as per plan and design and per ISS 2502 incl. cost of steel and binding wire for reservoirs/ structures only including lift up to 6 meter height or depth below GL for all diameters. -do- Thermo mechanically treated (TMT) bars Fe415 / Fe500 grade for all diameters. FOR HDPE Pipe 99.08 250 MM DIA HDPE PIPE 99.09 300 MM DIA HDPE PIPE 99.10 350 MM DIA HDPE PIPE 99.11 400 MM DIA HDPE PIPE 99.12 450 MM DIA HDPE PIPE 99.13 500 MM DIA HDPE PIPE 99.14 600 MM DIA HDPE PIPE Thrust Blocks: Providing and casting in situ C.C. in grade M-20 (porportions as per mix design or as per table9 of IS456 2000 in masses by weigh batching) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, formwork, needle vibrated consolidation, curing complete up to 6 meter depth or height (excluding cost of reinforcement and neat finishing) with centering and shuttering etc. complete for structure other than water retaining. Supplying cutting bending binding and placing in position steel as per plan and design and as per ISS 2502 incl. cost of steel and binding wire for reservoirs/ structures only including lift up to 6 meter height or depth below GL for all diameters. -do- Thermo mechanically treated (TMT) bars Fe415 / Fe500 grade for all diameters. FOR MS Pipe 99.15 250 MM DIA MS PIPE 99.16 300 MM DIA MS PIPE 99.17 350 MM DIA MS PIPE 99.18 400 MM DIA MS PIPE 99.19 450 MM DIA MS PIPE 99.20 500 MM DIA MS PIPE 99.21 600 MM DIA MS PIPE 100.00 Construction of valves chambers in brick or bela stone masonry, locally available in C. M. 1:6.Foundation concrete 150 mm thick in C. C. 1:4:8of trap metal size 25 mm to 40 mm thick, inside cement plaster in C. M. 1:3 and cement pointing outside in C. M. 1:3 and top cover of precast RCC slab 100 mm thick (with key hole in two parts, each with handles or MS Bar etc. complete as give size) Up to 1 Mt. depth from G. L. to pipe invert level incl. complete civil works but excl. cost of excavation and refilling.With cast in situ RCC slab in one single piece with fixing of CI-MH Frame and cover (excl. cost of CI-MH Frame and cover) with 23 cm. thk. BM wall in C.M. 1:6. Size of 1.30 m X 1.30 m and 1.0 m deep 100.01 do with single piece 10 cm with fixing M. H. cover 100.02 With bela in two parts 15 cm 100.03 do -in single piece 10 cm 100.04 For 1 Mtr. Extra Depth b Size of 1.30 m X 0.90 m and 1.0 m deep 100.05 With Pre Cast Slab in two parts 100.06 do -with single piece 10 cm with fixing M. H. cover 100.07 With bela in two parts 15cm 100.08 do -in single piece 10 cm 100.09 For 1 Mtr. Extra Depth c Size of 0.90 m X 0.90 m and 1.0 m deep 100.10 With Pre Cast Slab in two parts 15 mm 100.11 do -with single piece 10 cm with fixing M. H. cover 100.12 With bela in two parts 100.13 do -in single piece 100.14 For 1 Mtr. Extra Depth d Size of 0.90 m X 0.90 m and 1.0 m deep 100.15 Size of 0.90 m X 0.90 m and 1.0 m deep 100.16 do -with single piece 10 cm with fixing M. H. cover 100.17 With bela in two parts 100.18 do -in single piece 100.19 For 1 Mtr. Extra Depth 101.00 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and 15cm thick of M200 grade concret as per approved design and including excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc. complete. 102.00 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with grade of concrete M300 pnumatic compressed / vibrated mechanically and as per approved design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and filling the joint with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.
