Carrying out various types of works for attending leakages, contamination and other allied works in F/South Ward in Zone-II (2025-26)-1 R3-CS-EW-4 Excavation by chiseling by manual operations, pneumatic breaker, hammer, drilling, compressor breaker, jack hammer etc. 2 R3-CS-EW-3 Excavation for foundation, substructures, basements, tanks, sumps, walls, chambers, man holes, trenches,poles, etc. in soft disintegrated rock. 3 R3-CS-EW-1 Excavation for foundations, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches,--etcin all types of soil complete as directed by Engineer- in- Charge. 4 R3-CS-EW- 2-a Extra over above item CS- EW-1 for lift from 1.5m to 3.0m. Et 5 R3-CS-EW- 2-b Extra over above item CSEW- 1 for lift from 3.0m to 4.5m 6 R3-RW-10-49 Excavation in reinforced or pavement grade concrete M-20 & above by using modern machinery (poclain with rock breaker, etc.)including with stacking of excavated materialwithin150 m radius etc. complete upto any depth as specified & as directed, by the Engineer 7 R3-HE-8-27 Cutting of existing cement concrete road upto specified depth by using Diamond Saw machine etc a) Upto 350 mm depth of cutting b) Above 350 upto 500 mm depth of cutting 8 R3-SWD-34 Cutting down brick,concrete,stone masonary etc 9 R3-HE-1-6 S/L/Transporting on site,unloading, lowering in trenches, DIWM (K-9) etc a) 80mm b) 100mm c) 150 mm. d) 250 mm. e) 300 mm. 10 R3-HE-1-9 Cutting of cast iron and ductile iron pipes with cutting tools,cutting machine and chamfering the edges etc.complete a) 80 mm. b) 100 mm. c) 150 mm. d) 250 mm. e) 300 mm. 11 R3-HE-1-12 Providing & Supplying, loading, transporting on site, unloading,lowering in trenches and assembling of C.I. specials etc a) S & S specials upto 300 mm dia 12 R3-HE-1-16 Jointing of C.I. and/or M.S. pipes, specials etc. with spun yarn etc a) 80 mm. b) 100 mm. c) 150 mm. d) 250 mm. e) 300 mm. 13 R3-HE-2-19 Supplying, fabricating and transporting, fabricated mild steel pipes at site of work etc a) 80 mm. 6 mm thick b) 100 mm. 6 mm thick c) 150 mm. 6 mm thick d) 250 mm. 6 mm thick e) 300 mm. 6 mm thick 14 R3-HE-2-2 S/F/T on site M. S. Special etc c) 150 mm dia. d) 250 mm dia. e) 300 mm dia. 15 R3-HE-2-7 Fabricating ,Supplying & transporting M.S. material of required thickness suitable for lead joint / mechanical joints to any municipal chowky 16 R3-HE-2-12 Field welding in all position with required number etc c) 6 mm plate thickness 17 R3-HE-2-13 Field welding in all position with required number etc b) Leg length 6mm 18 R3-HE-2-14 Gas cutting (either square cut or V cut) pipes, plates etc. of thickness etc b) above 5 mm upto 10 mm 19 R3-HE-3-6 Supplying, Loading, transporting on site, unloading, ISI mark Glandless, Double Flanged sluice valves of PN 1.0 conforming to IS - 14846 etc a) 80 mm x 10 Bar b) 100 mm x 10 Bar d) 150 mm x 10 Bar f) 250 mm x 10 Bar g) 300 mm.x 10 Bar 20 R3-HE-3-30 Supplying, transporting on site and fixing Tamper proof Kinetic Air valves of PN 1.0 conforming to AWWA C-512 with sluice valves (double port) etc b) 80mm dia. 21 R3-HE-4-1 Making connection on live CI/DI main of various sizes including cutting of pipes etc a) 80 mm x 80 mm connection b) 100 mm x 80 mm connection c) 100 mm x 100 mm connection d) 150 mm x 80 mm connection e) 150 mm x 100 mm connection f) 150 mm x 150 mm connection g) 250 mm x 80 mm connection h) 250 mm x 100 mm connection i) 250 mm x 150 mm connection j) 250 mm x 250 mm connection k) 300 mm x 80 mm connection l) 300 mm x 100 mm connection m) 300 mm x 150 mm connection n) 300 mm x 250 mm connection o) 300 mm x 300 mm connection 22 R3-HE-4-6 Diversion of live CI/DI water mains with CI/MS pipes of various dia. Etc a) 80mm b) 100mm c)150 mm d) 250 mm e) 300 mm 23 R3-HE-4-7 Discarding existing CI/DI /MS water mains etc a) 80mm b) 100mm c)150 mm d) 250 mm e) 300 mm 24 R3-HE-6-1A Providing and fixing CI Mechanical joint collars suitable for CI/DI pipes etc a) 80 mm dia. b) 100 mm dia. c) 150 mm dia. e) 250 mm dia. f) 300 mm dia. 25 R3-HE-6-1 P/F C.I/D.I Mechanical joint split collar… etc a)80 mm dia. b) 100 mm dia. c) 150 mm dia. e) 250 mm dia. f) 300 mm dia. 26 R3-HE-6-2 Providing and fixing CI Mechanical joint ALL Socket Tees suitable for CI/DI pipes etc complete as directed by Engineer in Charge a) 80 x 80 x 80 mm dia. b) 100 x 100 x 80 mm dia. c) 100 x 100 x 100 mm dia. d) 150 x 150 x 80 mm dia. e) 150 x 150 x 100 mm dia. f) 150 x 150 x 150 mm dia. k) 250 x 250 x 80 mm dia. l) 250 x 250 x 100 mm dia. m) 250 x 250 x 150 mm dia. o) 250 x 250 x 250 mm dia. p) 300 x 300 x 80 mm dia. q) 300 x 300 x 100 mm dia. r) 300 x 300 x 150 mm dia. t) 300 x 300 x 250 mm dia. u) 300 x 300 x 300 mm dia. 27 R3-HE-6-3 Providing and fixing CI Mechanical Double Socket any degree bends, dimensionally described in IS :13382 a) 80 mm dia. b) 100 mm dia. c) 150 mm dia. e) 250 mm dia. f) 300 mm dia. 28 R3-HE-6-5 Providing and fixing Mechanical Joint CI Flanged Socket Tail pieces etc a) 80 mm dia. b) 100 mm dia. c) 150 mm dia. e) 250 mm dia. f) 300 mm dia. 29 R3-HE-6-10 Providing & fixing CI mechanical Caps suitable for CI/DI pipes etc. complete as directed by Engineer in Charge a) 80 mm dia. b) 100 mm dia. c) 150 mm dia. d) 250 mm dia. 30 R3-HE-1-14 Providing & Supplying loading, transporting on site, unloading, lowering in trenches and assembling of D.I. pipe specials & fittings of K-12 class with internal cement mortar lining and external Zinc coating with finishing layer of Bitumen coating etc. 31 R3-CS-CW- 1-a Providing and laying in position plain cement concrete of specified grade Nominal Mix of 1:1.5:3 M-20 etc. 32 R3-RW-10-23 P/L R.M.C. M-10 C.C. in foundation/ encasement/ pavement with or without chequered design including formwork etc 33 R3-RW-10-29 P/L R.M.C.M-40 C.C.having avg. compressive strength procured from M.C.G.M. approved R.M.C. plant including use of approved makes plasticizer/ retarder & transported by transit mixer & placing at worksite, compacting, finishing curing etc. by contractors water & tarring the sides of from work with hot bitumen as specified & directed by the Engineer. (MINIMUM CEMENT CONTENT 260 Kg/m³.) 34 R3-CS-PS-95 Providing and fixing gun metal gate valve with C.I. wheel of approved etc a) 25 mm nominal bore b) 32 mm nominal bore c) 40 mm nominal bore d) 50 mm nominal bore e) 65 mm nominal bore f) 80 mm nominal bore 35 R3-HE-7-2 Providing and laying C class G.I. pipe etc a) 15 mm dia. b) 20 mm dia. c) 25 mm dia. d) 32 mm dia. e) 40 mm dia. f ) 50 mm dia. R3-HE-7-3 Removing and replacing existing pipes with new GI pipes with Salvation etc a) 15 dia. b) 20 mm dia. c) 25 mm dia. d) 32 mm dia. e) 40 mm dia. f ) 50 mm dia. R3-HE-7-4 Transfer of Existing service connection with salvation etc a) 15 mm dia. b) 20 mm dia. c) 25 mm dia. d) 32 mm dia. e) 40 mm dia. f ) 50 mm dia. R3-HE-7-24 Removing and Replacing Brass / Metal Ferrule etc a) 15 mm dia. b) 20 mm dia. c) 25 mm dia. d) 32 mm dia. e) 40 mm dia. f) 50 mm dia. 39 R3-HE-8-26 Supplying, transporting and fixing S. fire hydrants including mouth piece, duck foot bend, S.V. 40 R3-HE-8-24 Removing/Refixing S.P.fire hydrants 41 R3-HE-8-25 Removing of existing S.P. fire hydrants and replacing them with new SP fire hydrants 42 R3-HE-9-6 Providing laying and lowering in trenches PE Pipe etc a) 160 mm OD pipe PN 10 b) 250 mm dia. OD pipe PN 10 c) 315 mm dia. OD pipe PN 10 43 R3-HE-9-26 Providing and fixing Electro Fusion Coupler confirming to manufactured from etc c) 160 mm OD Electro fusion PE coupler d) 250 mm dia. OD Electro fusion PE coupler e) 315 mm dia. OD Electro fusion PE coupler 44 R3-HE-9-39 Providing and fixing by BUTT WELDING Long Neck Pipe End with Metal Flange confirming to IS 8008 (Part etc as per item Long Neck Pipe End with Metal Flange 160 mm dia. d) Long Neck Pipe End with Metal Flange 250 mm dia. e) Long Neck Pipe End with Metal Flange 315 mm dia. 45 R3-HE-9-54 Cost of making hole of any size to suit 15 mm dia. to 50 mm dia. ferrule for making service connections on CI water main etc as per item 46 R3-HE-9-67 Providing and Fixing Electro Fusion Tapping Tees to be manufactured from virgin resin of PE-80/ PE-100 etc as per item a) 160 x 20 mm, 160 x 25mm, 160 x 32 mm b) 160 x 40 mm, 160 x50mm, 160 x 63mm c) 250 x 20 mm, 250 x 25mm,250 x 32mm d) 250 x 40 mm, 250 x 50mm, 250 x 63mm e) 315 x 20mm, 315 x 25mm, 315 x 32mm f) 315 x 40mm, 315 x 50 mm,315 x 63mm g) 160 x90 mm, 250 x 90mm,315 x 90 mm 47 R3-HE-10-1 Taking access opening on C.I. /D.I.Water main by machine cut ( 2m / 3m length) etc a) 150 mm b) 250 mm. c) 300 mm 48 R3-HE-10-2 Scrapping and cleaning the internal surface of water main etc a) 150 mm b) 250mm c) 300mm 49 R3-HE-10-6 Hire charges for supplying & providing C.C.T.V. camera 50 R3-SWD-172 Hiring JCB for Municipal work..etc 51 R3-HE-8-4 P/L 200mm.thick handset dry rubble soiling etc 52 R3-SE-2-1 P/L M.10 C.C.for bedding etc 53 R3-CS-MW- 1-b Providing brick masonry in 1:4 C.M. etc 54 R3-SE-2-10 P/L M20 c.c. in sides and haunches and/or in block coping including boxing, curing etc. complete as specified and as directed.etc 55 R3-SE-4-3 Providing plaster 20mm.thick 1:2 C.M. etc 56 R3-SE-4-5 Providing plaster 25mm thick 1:2 C.M etc. 57 R3-HE-2-16 Providing and fixing MS frame and cover with its complete assembly 58 R3-HE-2-17 Removing of existing MS frame and cover and replacing it with new MS frame and cover with its complete 59 R3-RW-2-15 Spreading municipal 60 mm metal etc as per item 60 R3-RW-2-20 P/L,spreading & compacting graded crushed stone aggregate to wet mix macadam in uniform layer of 75mm to100mm(compacted thickness each) etc 61 R3-RW-2-21 P/L ,spreading & compacting specified crushed stone in granular subbase course layer of 100mm to 75mm(compacted thickness each) etc 62 R3-RW-3-01 P/F shahabad stone pavement etc 63 R3-RW-3-11 P/F 80 mm thick interlocking unishape concrete paver Block etc 64 R3-RW-3-12 P/F P interlocking unishape concrete aver Blocks, 60mm thick etc 65 R3-RW-3-13 R/R interlocking concrete paver of 80mm.thick etc. 66 R3-RW-3-20 P/F interlocking unishape concrete Paver Blocks, 100mm thick etc 67 R3-RW-3-21 R/R interlocking unishape concrete Paver Blocks, 100mm thick etc 68 R3-RW-3-22 Removing the paver blocks of any thickness. size,& colour from carriageway OR footpath & transporting the same to ward depot OR anywhere in MCGM limit. 69 R3-RW-3-17 Providing & fixing in the footpath,60mm thick Lacquer coated (Reflective) interlocking grey cement concrete pavers 70 R3-RW-3-28 Providing & fixing in the footpath Concrete Paver blocks 200X200X60mm thick or any approved size in grey or any specified colour with shot blasted 71 R3-RW-3-30 Providing & fixing in the footpath Concrete cobbles 100X100X60mm thick in Grey colour or any approved size in Gray or any specified colour with shot blasted texture... etc. 72` R3-RW-3-25 Providing & fixing in the footpath,80 mm thick Lacquer coated(Reflective)inter locking white cement concrete pavers in red (Terra Cotta) Black, Brown, LemonYellow or any colour with vermeticularoranyantiskidtextureontopsurfaceofapprovedpattern/ shapeandcolour 73 R3-RW-3-14 Removing & refixing interlocking concrete pavers of 60 mm thick, of any size, shape and colour considering 10% breakage area of paver block while removing same from position and replacing the same by new paver block shaving average crushing strength of not less than 40 N/mm² as per technical specifications and IS Code 15658:2006, placed on average compacted thickness of 25 mm well graded sand cushioning uniformly compacted with proper capacity mechanical compact or with required level grade and camber etc. complete as specified and as directed by the Engineer. 74 R3-RW-4-01 P/F precast Kerb stone etc as per item 75 R3-RW-4-02 R/R Kerb stone etc as per item 76 R3-RW-4-06 Providing & fixing water tables of stone of size 30cm wide 77 R3-RW-4-07 R/R water table etc as per item 78 R3-RW-5-70 P/L hot premix Bituminous Concrete with 6.00 % of VG- 30 grade bitumen (VG-30 Grade+WASTE PLASTIC) content by weight of mix etc. as per item. 79 R3-RW-5-14 Supplying and laying Bitumen cold mix etc 80 R3-RW-5-19 Providing and applying PRIME COAT with CATIONIC BITUMEN EMULSION (SS) @ 7 to 12 Kg. of 10Sqmt. over prepared surface to receive bituminous mix by applying PRIMER with mechanical spray bitumen, including cleaning of road surface etc. completed, as 81 R3-RW-5-22 Providing and applying TACK COAT with CATIONIC BITUMEN EMULSION (RS) @ 0.2 to 0.25 Kg. of Sq.mt. over prepared surface to receive bituminous mix by applying TACK COAT with mechanical spray bitumen, including cleaning of road surface etc. completed, as directed For NORMAL BITUMINOUS SURFACES & the tack coat shall be left to cure until all the volatiles have evaporated before any subsequent construction is started, which is indicated by change in colour from brown to black (As per prevailing MCGM specification for Roadwork Clause No. 314, curing as per 314.3.4) 82 R3-RW-5-23 Providing and applying TACK COAT with CATIONIC BITUMEN EMULSION (RS) @ 0.25 to 0.30 Kg. of Sq.mt. over prepared surface to receive bituminous mix by applying TACK COAT with mechanical spray bitumen, including cleaning of road surface etc. 83 R3-RW-5-31 P/L Mastic Asphalt 40 mm. thick as per I.S. code No. 5317/2002.(As per prevailing MCGM specifications for Roadworks Clause No. 365) 84 R3-RW-5-45 P/L hot Premix Dense bituminous macadam with 4.50% bitumen content of grade VG-30 to the required 85 R3-RW-10-7 Cutting of construction & dummy joints of M-35 C.C.& above slab by mechanical means within 10 to 16 hrs of casting of bay/ slab as directed. A) transverse dummy joints 100 mm deep or 1/3 thickness of concrete pavement& 6 mm wide. 86 R3-RW-10-8 Cutting of construction & dummy joints of M-35 & above B) Longitudinal…etc 87 R3-RW-10-10 providing and placing 5mm thick thermocol in dummy & construction joints immediately after cutting joints & removing the same before dressing of dummy & construction joints etc. 88 R3-RW-10-14 Providing & laying waterproof paper 40 GSM 89 R3-RW-10-9 Providing & fixing in position premoulded asphalt filler 12mm thick confirming… etc 90 R3-CS-CW- 1-c Providing and laying in position plain cement concrete 1:3:6 91 R3-RW-10-31 Providing and laying Dry Lean Concrete base etc, 92 R3-RW-10-25 P/L R.M.C.M-20 C.C. procured from M.C.G.M. approved R.M.C. plant including use of approved makes of plasticizer/ retarder & transported by transit mixer & placing at worksite, compacting, finishing curing etc. by contractors water & tarring the sides of form work with hot bitumen specified & directed by the Engineer. (MINIMUM CEMENT CONTENT 93 R3-RW-10-57 Extra Over item of Stencil Concrete above M-20 in Footpath Providing, applying and finishing the top surface of M-20 Concrete with stamp/ stencil of approved pattern and color, in accordance with manufacturers specification of any approved brand of colour hardener @ of 3.5 kgs/m2 as per direction of Engineer in charge 94 R3-SE-5-1 Providing & laying stone ware pipes of SP2 class including jointing with CM (1:1), filleting etc as item. a)150mm dia. b) 230mm dia. c) 300mm dia. 95 R3-SWD-142 Construct regular water entrances single of size 0.5m x 0.6m etc as per item 96 R3-SWD-72 P/L NP-2 class pipes of 150 mm. dia. etc as per item 97 R3-SWD-73 P/L NP-2 class pipes of 250 mm. dia. etc as per item 98 R3-SWD-74 P/L NP-2 class pipes of 300 mm. dia. etc as per item 99 R3-SWD-76 P/L NP-2 class pipes of 450 mm. dia. etc as per item 100 R3-RW-10-24 Supply and filling Sand metal, gravelly sand, corresponded to class II /class III grading of table 100.1 of BMC road specifications for road work in trenches up to required depth and watering, ramming etc. complete as directed. 101 R3-RW-10-70 Rapid Hardening concrete 25 MPA at 6 hrs. after laying: Providing and Laying in Position Rapid Hardening Concrete, Mix of approved Brand or Equivalent to fill the potholes
