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| 1 | Providing and supplying ISI markedD.I.S&S pipes (push on joints pressure pipes of D.I. of following class and diameters conforming to the IS specifications inclusive of the cost of jointing materials (rubber gasket of EPDM quality) including all staturoty duties and taxes levied by Govt. of India and Govt. of Maharashtra in all respect, education cess, VAT, third party inspection charges of TPI agency approved by MJP, including transit insurance, railway freight, unloading from railway wagon, loading into trucks, transport to departmental stores / site of work, unloading, stacking, etc. complete, as directed by engineer-incharge. -(IS-1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or Latest edition / revision with amendments for rubber gaskets). |
| 2 | 80 mm |
| 3 | 100 mm |
| 4 | 150 mm |
| 5 | 200 mm |
| 6 | 250 mm |
| 7 | B S/S Specials / Socketed BranchFlanged Specials |
| 8 | i) 80 mm dia to 300 mm dia |
| 9 | ii) 350 mm dia to 600 mm dia |
| 10 | Double flanged specials of all diameters |
| 11 | Providing and supplying ISI standardD.I. specials and fittings with sealing rubber gasket of S.B.R. complete with Cast Iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour, material and transportation to stores/ site, loading, unloading including all taxes, etc. complete as per IS-9523. |
| 12 | 80 mm dia to 300 mm dia |
| 13 | Providing ISI mark G.I. pipes offollowing class and dia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete. (IS-1239/2004) Note : One coupler shall be provided with each full length pipe, cost of which is included in rates below. |
| 14 | Medium |
| 15 | 15 mm |
| 16 | 20 mm |
| 17 | 25 mm |
| 18 | 40 mm |
| 19 | 50 mm |
| 20 | Providing double flanged Sluice Valves conforming to IS- 2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete. |
| 21 | Sluice Valve PN-1.6 (without bypass arrangement) |
| 22 | 80 mm |
| 23 | 100 mm |
| 24 | 150 mm |
| 25 | 200 mm |
| 26 | 250 mm |
| 27 | Supply of C.I. Mechanical Compression Collar Coupling (popularly known as JiffyTM Collar Coupling) suitable for C.I. Spun Pipes (as per IS-1536/2001) and D.I. Pipes (as per IS-8329/2000), complete with sealing rubber gasket of S.B.R., C.I. follower glands and M.S. nut bolts. The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS- 1538/1993. |
| 28 | 80 mm |
| 29 | 100 mm |
| 30 | 150 mm |
| 31 | 200 mm |
| 32 | 250 mm |
| 33 | Supply of Following Materials |
| 34 | A)Nut bolts |
| 35 | B)Rubber gasket ( 6 mm thick ) |
| 36 | Labour Work for Maintannse |
| 37 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 38 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 39 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking asdirected by Engineer-in-charge, normaldewatering, preparing the bed for foundation and excluding backfilling,etc. complete. |
| 40 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. |
| 41 | Refilling the trenches with availableexcavated stuff with soft material firstover pipeline and then hard material in 15 cm layers with all leads and liftsincluding consolidation, surcharging,etc. complete. |
| 42 | Filling in plinth and floors / trenches with contractor\"s murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 43 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. |
| 44 | Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) |
| 45 | 80 mm |
| 46 | 100 mm |
| 47 | 150 mm |
| 48 | 200 mm |
| 49 | 250 mm |
| 50 | Dismantling dead pipeline of M.S./R.C.C./ C.I./ P.S.C. and G.I./ A.C./P.V.C./ S.W./ H.D.P.E. pipe including cost of necessary excavation and refilling of trenches, breaking the joints, lifting the pipes and stacking to the place as directed by Engineer-in-charge with all leads and lifts including cleaning the surface, etc. complete. |
| 51 | B) For G.I. / A.C. / P.V.C. / S.W. / H.D.P.E. |
| 52 | 80 mm |
| 53 | 100 mm |
| 54 | 150 mm |
| 55 | 200 mm |
| 56 | 250 mm |
| 57 | Lowering, laying and jointing with SBR rubber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including the conveyance of materials from stores to site of work, including cost of jointing materials and rubber rings, labour, giving hydraulic testing, etc. complete. |
| 58 | A) CI Class \"LA\" / Mortar inlined D.I. K-9 / K-7 |
| 59 | 80 mm |
| 60 | 100 mm |
| 61 | 150 mm |
| 62 | 200 mm |
| 63 | 250 mm |
| 64 | 80 mm |
| 65 | 100 mm |
| 66 | 150 mm |
| 67 | 200 mm |
| 68 | 250 mm |
| 69 | Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc.complete, either underground or invertical position, as directed by Engineer-in-charge. |
| 70 | A) Heavy |
| 71 | 80 mm |
| 72 | 100 mm |
| 73 | 150 mm |
| 74 | Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. (Rate for all class of valves) |
| 75 | 80 mm |
| 76 | 100 mm |
| 77 | 150 mm |
| 78 | 200 mm |
| 79 | 250 mm |
| 80 | Cutting and champhering of pipes of following diameters including cost of all materials and labour involved, etc. complete as directed by Engineer-in-charge (for all class of pipes). |
| 81 | 80 mm |
| 82 | 100 mm |
| 83 | 150 mm |
| 84 | 200 mm |
| 85 | 250 mm |
| 86 | Fiarwel 1/2 |
| 87 | Lebour |
| 88 | Fitter |
| 89 | River Sand |
| 90 | Agg Regate |
| 91 | Cement 53/45 |
| 92 | HDP PIPE |
| 93 | 110 M.M |
| 94 | 160 M.M |
| 95 | 200 M.M |
| 96 | 15 mm UPVC PIPE |
| 97 | 15 mm Socket |
| 98 | 15 mm Elbow |
| 99 | 15mm Bend |
| 100 | 15 mm Union |
| 101 | 8\" PVC Pipe |
| 102 | 8\" PVC Socket |
| 103 | 8\" PVC Elbo |
| 104 | 8\" PVC Bend |
| 105 | 8\" PVC telpice |
| 106 | 15 mm PVC COCK |
| 107 | 15 mm SS COCK |
| 108 | 15 mm UPVC END CAP |
| 109 | 15 mm Inch MS End Cap |
| 110 | Providing and supply of Electro Fusion fitting in accordance withe BS EN12201: Part-3 suitable for dirnking water with in black /blue colour manufactured form compounded PE-80 / PE-100 virgin polymer and compatible with PE-80 /PE-100 pipes, in pressure rating SDR11 with min PN 12.5 rated for water application and shall inclusive of all cost. such as testing, Inspection charges, transportation up to store, transit insurance, loading,unloading, stacking excluding GST leived by GOIand and GOM in all recpect, etc. complete. |
| 111 | HDP Couplers 63 |
| 112 | HDP Couplers 75 |
| 113 | HDP Couplers 90 |
| 114 | HDP Couplers 110 |
| 115 | HDP Couplers 125 |
| 116 | HDP Couplers 140 |
| 117 | HDP Couplers 160 |
| 118 | HDP Couplers 180 |
| 119 | HDP Couplers 200 |
| 120 | HDP Tee 110 |
| 121 | HDP Tee 160 |
| 122 | HDP Tee 180 |
| 123 | HDP Tee 200 |
| 124 | HDP Tee 225 |
| 125 | HDP Tee 250 |
| 126 | Elbow 110 |
| 127 | Elbow 160 |
| 128 | Elbow 180 |
| 129 | Elbow 200 |
| 130 | Elbow 225 |
| 131 | Elbow 250 |
| 132 | Elbow 280 |
| 133 | Reducer 125*110 |
| 134 | Reducer 160*110 |
| 135 | Reducer 180*110 |
| 136 | End Cap 110 |
| 137 | End Cap 160 |
| 138 | End Cap 180 |
| 139 | End Cap 200 |
| 140 | End Cap 250 |
| 141 | Ferrule Tapping tee 110* 1/2\" |
| 142 | Ferrule Tapping tee 110*3/4\" |
| 143 | Ferrule Tapping tee 160*1/2\" |
| 144 | Ferrule Tapping tee 160*3/4\" |
| 145 | Ferrule Tapping tee 200*1/2\" |
| 146 | Ferrule Tapping tee 200*3/4\" |
| 147 | Elbow 110 |
| 148 | Elbow 160 |
| 149 | Elbow 180 |
| 150 | Elbow 200 |
| 151 | Elbow 225 |
| 152 | Elbow 250 |
| 153 | Valve Nut 4\" |
| 154 | Valve Nut 6\" |
| 155 | Valve Nut 8\" |
| 156 | Valve Nut 10\" |
| 157 | Valve Nut 12\" |
| 158 | Cutting down trees including trunks and branches with girths above 270cm to 450cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. |
| 159 | Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any. |
| 160 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . |
| 161 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. |
| 162 | Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. |
| 163 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. |
| 164 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. |
| 165 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 166 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material |
| 167 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material |
| 168 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. |
| 169 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) |
| 170 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate) |
| 171 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Manual Means |
| 172 | Providing and laying in situ cement concrete M -10 for 200 mm thickness for Concrete Road with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) etc. complete |
| 173 | Providing and laying in situ cement concrete M -20 for 200 mm thickness for Concrete Road with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) etc. complete |
| 174 | Providing and laying in walls/ceilings/floors 15 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes of 1.25 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2 coats complete. Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 175 | Providing and laying in walls/ceilings/floors 20 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes of 1.63 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2 coats complete. Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 176 | Providing and laying in walls/ceilings/floors 25 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes of 2.49 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 177 | Providing and laying in walls/ceilings/floors 32 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes of 3.20 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 178 | Providing and laying in walls/ ceilings/floors 40 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes of 3.68 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 179 | Providing and laying in walls/ceilings/floors 50 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes of 5.17 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 180 | Providing and laying in walls/ceilings/floors 80 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes of 8.57 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 181 | Providing and laying in walls/ceilings/floors 100 mm dia. medium grade having embossed as ISI Mark galvanised iron pipes of 12.43 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 182 | Providing and laying in trenches 15 mm dia.heavy grade having embossed as ISI Mark galvanised iron pipes of 1.48 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 183 | Providing and laying in trenches 20 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes of 1.93 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 184 | Providing and laying in trenches 25 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes of 3.01 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 185 | Providing and laying in trenches 32 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes of 3.89 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 186 | Providing and laying in trenches 40 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes of 4.49 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 187 | Providing and laying in trenches 50 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes of 6.33 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 188 | Providing and laying in trenches 80 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes of 10.15 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 189 | Providing and laying in trenches 100 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes of 14.74 Kilogram/metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint , 2 coats complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. |
| 190 | Providing leak proof treatment by Injection grouting method to old floor without removing tiles of W.C., bath, with cement sand proportion of 1:1.5 and waterproofing compound at 2 Kilogram/bag of cement mixed in 35 liters of water including drilling holes in required position grouting with above mixed solution and ceiling etc. complete. |
| 191 | Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round |
| 192 | Providing and laying for 225mm dia. salt glazed S.W. Pipe including fitting such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete |
| 193 | Providing and laying concrete pipes of I.S.NP. class of 100mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. |
| 194 | Providing and laying concrete pipes of I.S.NP. class of 150mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. |
| 195 | Providing and laying concrete pipes of I.S.NP. class of 225mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. |
| 196 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. |
| 197 | Providing soak pit of size 120cm x 120cm x 120cm including excavating and filling with brick-bats. |
| 198 | Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. |
| 199 | Excavation for catch / side water gutter in Soft rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. Please Enable Macros to View BoQ information |
