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| 1 | Survey, design and Construction of RCC Gadhera tapping arrangement i.e., 4m wide Cross wall Boulder Filled Gallery with Intake chamber (submitted design by Contractor should be as per type design subject to site condition) to fulfill the requierment of water demand including Supply of all materials, labour,carting of material T&P etc complete as per direction of Engineer in charge.(For any increase/decrease in length, rates are shouted below.) |
| 2 | Extra Cross Wall BFG |
| 3 | For decrease in Lenght of cros wall |
| 4 | Survey, design, Construction of RCC SCC cum Roughening Filter with filling of supporting & filter media including all materials, labour,carting of material T&P etc complete and as per direction of Engineer in charge required for proper completion of work. |
| 5 | Survey, hydraullic/structural design, drawing, testing of soil bearing capacity, site development, and construction of water tight R.C.C. 1.50 MLD Capcity (Raw water in 24 hours) rapid gravity filter treatment plant the design of filter plant has to be done on the CPHEEO manual for water supply and treatment. |
| 6 | Excavation in foundation for retaining, breast walls etc, in all types ofsoils and rocks including all lead, lift and disposal of surplus material asper direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 7 | Providing and laying in position cement concrete in ratio 1:3:6 -All work upto plinth level |
| 8 | Providing and laying in position cement concrete in ratio 1:4:8 -All work upto plinth level |
| 9 | Random Rubble Masonry laid in 1:6 cement and sand mortar in,breast walls,retaining walls,parapets,scuppers,etc including supply of all materials,labour,T&P and royalities etc complete as per technical specifications clauses 702,704,1202&1203 of MORD specification |
| 10 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 11 | Subsoil Investigation, drawing, design and construction of following capacity RCC semi sunk reservoir, including testing and commissioning for water tightness, cost of all pipes/fittings etc. required for inlet/outlet/washout/byepass, excavation for foundation, 0.60 M wide appron with 15 cm PC drain, required sluice valve chamber, fixing water level indicator, lighening arrester, fixing 03 rowse railing at top dome (20 Kl & above), MS ladder (inside and outside of CWR), MS manhole with locking arrangement, ventilator with mosquito net, two coat snowcem/distemper/painting, including wall writing as per instructions given by E'ngineer In Charge, carting & supply of scafolding & shuttering, making supply and cartage of all material, Labour and T&P etc, complete. (Cap. in KL) |
| 12 | Clear water sump 130kl capacity at treatment Plant |
| 13 | Clear water sump 160kl capacity at zone 1 |
| 14 | Clear water sump 360kl capacity at zone 2 |
| 15 | Supply cartage and fixing of Bucket type chlorinator of 25 Liter capacity at top of all service raservoirs. |
| 16 | Confirmatory survey, design, supply carting , laying true to aligment and gradient, jointing and fixing of following pipe lines including all specials fittings, white lead, hemp and other appurtenant works etc. making necessary connections with existing laid pipe line including connecting existing house hold Connections with control plate devices etc complete and proper functioning ,confirming to IS:1239 at site of works. (The contractor have to survey the site, take levels with total station, measure the length of pipe with metallic tape on prescribed alignment and submit the design of rising main/supply main & distribution main for checking of thickness of pipe before ordering for supply of pipe). On completion of work the laid length of pipe will be deemed eligible for supply. The respective amount for quantity of surplus supply of pipes (which remained unlaid or unutilized) will be deducted from final bill and surplus quantity of pipes will be the property of contractor.)G I PIPE (M) |
| 17 | 32 mm dia |
| 18 | 40 mm dia |
| 19 | 50 mm dia |
| 20 | 65 mm dia |
| 21 | Confirmatory survey , design, Supply, Carting laying and jointing with welding process with proper grade of electrodes suitable for jointing of water supply pipe line (ador, L&T for equivalent quality of electrodes) by cutting of pipes and making required bends by welding, making necssary conection for pumps and sump cum CWR at MPS & all IPS, fixing of air valve, sluice valve, reflux valve at suitable points including making scouring arrangement by fixing tee and gate valve etc with all appurtenat works with testing of supplied maiterials and completion of work with testing of pipe line etc completed following sizes GI (M) pipe at site of work. (The contractor have to survey the site, take levels with total station, measure the length of pipe with metallic tape on prescribed alignment and submit the design of rising main/supply main & distribution main for checking of thickness of pipe before ordering for supply of pipe). On completion of work the laid length of pipe will be deemed eligible for supply. The respective amount for quantity of surplus supply of pipes (which remained unlaid or unutilized) will be deducted from final bill and surplus quantity of pipes will be the property of contractor.) |
| 22 | 80 mm dia |
| 23 | 100 mm dia |
| 24 | 125 mm dia |
| 25 | 150 mm dia |
| 26 | Confirmatory survey , design, Supply, Carting laying and jointing with welding process with proper grade of electrodes suitable for jointing of water supply pipe line (ador, L&T for equivalent quality of electrodes) by cutting of pipes and making required bends by welding, making necssary conection for pumps and sump cum CWR at MPS & all IPS, fixing of air valve, sluice valve, reflux valve at suitable points including making scouring arrangement by fixing tee and gate valve etc with all appurtenat works with testing of supplied maiterials and completion of work with testing of pipe line etc completed following sizes MSERW YST-210 pipe at site of work. (The contractor have to survey the site, take levels with total station, measure the length of pipe with metallic tape on prescribed alignment and submit the design of rising main/supply main & distribution main for checking of thickness of pipe before ordering for supply of pipe). On completion of work the laid length of pipe will be deemed eligible for supply. The respective amount for quantity of surplus supply of pipes (which remained unlaid or unutilized) will be deducted from final bill and surplus quantity of pipes will be the property of contractor.) |
| 27 | 80 mm dia,3.2 mm thick. MSERW Pipe |
| 28 | 100 mm dia,5.2 mm thick. MSERW Pipe |
| 29 | 125 mm dia,4.8 mm thick. MSERW Pipe |
| 30 | 150 mm dia,4.0 mm thick. MSERW Pipe |
| 31 | 150 mm dia,4.8 mm thick. MSERW Pipe |
| 32 | 200 mm dia,3.2 mm thick. MSERW Pipe |
| 33 | 200 mm dia,4.0 mm thick. MSERW Pipe |
| 34 | Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajari and boulders and rest 25% will be in medium rock |
| 35 | Soil mixed with Bolder (SMB) |
| 36 | Medium Rock (MR) |
| 37 | Supply and fixing of the following size fittings including cartage of materials, labour, T&P etc. complete |
| 38 | 65 mm dia Gate/Wheel Valve ( Brass )/G.M.Valve |
| 39 | 50 mm dia Sluice Valve/Isolated valve ( P.N 1.0 ) |
| 40 | 65 mm dia Sluice Valve/Isolated valve ( P.N 1.0 ) |
| 41 | 80 mm dia Sluice Valve/Isolated valve ( P.N 1.0 ) |
| 42 | 100 mm dia Sluice Valve/Isolated valve ( P.N 1.0 ) |
| 43 | 125 mm dia Sluice Valve/Isolated valve ( P.N 1.0 ) |
| 44 | 150 mm dia Sluice Valve/Isolated valve ( P.N 1.0 ) |
| 45 | 200 mm dia Sluice Valve/Isolated valve ( P.N 1.0 ) |
| 46 | 50 mm dia Pressure Release Valve (P.N 1.0) |
| 47 | 65 mm dia Pressure Release Valve (P.N 1.0) |
| 48 | 80 mm dia Pressure Release Valve (P.N 1.0) |
| 49 | 100 mm dia Pressure Release Valve (P.N 1.0) |
| 50 | 125 mm dia Pressure Release Valve (P.N 1.0) |
| 51 | 150 mm dia Pressure Release Valve (P.N 1.0) |
| 52 | 200 mm dia Pressure Release Valve (P.N 1.0) |
| 53 | 80 mm dia C.I. Air valve 25 mm (Screwed) |
| 54 | Fire Hydrant |
| 55 | 80 mm dia |
| 56 | Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand) for sluice/air valve as per standard design with locking arrangement. |
| 57 | ACTARIS Bulk Water Meters model Woltex Class B magnetically coupled pre equipped for remote reading |
| 58 | 65 mm |
| 59 | 100 mm |
| 60 | 125 mm |
| 61 | 200 mm |
| 62 | Supply of all materials, labour, T & P etc. and Construction of R.C.C Anchor Block(of size 1.00mX1.00mX1.00m) using M20 grade concrete as per type design complete |
| 63 | Painting inner and outer surface of MSERWPipes with 2 coats of approved quality. (Anti-Corrosive paint over one coat of Primer) (Dia of pipe in mm) |
| 64 | 80 mm dia |
| 65 | 100 mm dia |
| 66 | 125 mm dia |
| 67 | 150 mm dia |
| 68 | 200 mm dia |
| 69 | Dismantling of following type of road surfaces for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. |
| 70 | Cement concrete road |
| 71 | Reinstatement of following type of road surfaces after laying of pipe line including supply of all material ,labour,T&P etc complete.. |
| 72 | Cement concrete road |
| 73 | Supply of all materials, labour and T & P etc. and construction of Staff quarter for Chaukidar as per type design and drawing |
| 74 | At treatment Plant |
| 75 | Meter Room ( size 3.0 x3.0 ) |
| 76 | Provision of 1.5 m high Boundary Wall in brick masonry including supply of all materials, labour, T&P etc. complete |
| 77 | Proposed at Treatment Plant Campus,CWR Zone-01 Campus, CWR Zone-02 Campus |
| 78 | Provision of Barbed Wire Fencing through angle iron posts around the water works site |
| 79 | Proposed at Treatment Plant Campus,CWR Zone-01 Campus, CWR Zone-02 Campus |
| 80 | Provision of suppy and fixing of M.S. Iron Gate with Pillars including Painting of following sizes complete |
| 81 | 3.6 m wide 1.5 m height |
| 82 | Provision of GIS Mapping complete etc |
| 83 | for GIS mapping of a pipeline -: Ortho Rectified Image and DEM corrected with GCPs using DGPS |
| 84 | GIS mapping for CWR |
| 85 | GIS mapping for Source |
| 86 | GIS mapping for House Connection |
| 87 | GIS mapping for wtp |
| 88 | Provision of Supply and Installation of Solar Pannel and its component for Back Wash Compressure at Treatment Plant complete etc |
| 89 | P/F Multijet domestic mechanical water meter Class-B Dry dial, magnetically coupled,templer proof confirming to IS:779-1994 or ISO : 4064 IP68 in position including all meterial, labour T &P etc Complete. |
| 90 | 15 mm |
| 91 | Supply of all materials, labour and T & P etc. and construction of House service connection |
| 92 | Operation and maintenance cost for 5 years after completion of Work |
| 93 | O & M Cost for 1st year |
| 94 | O & M Cost for 2st year |
| 95 | O & M Cost for 3rd year |
| 96 | O & M Cost for 4th year |
| 97 | O & M Cost for 5th year Please Enable Macros to View BoQ information |
