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| 1 | SUBWORK NO : 1:- DESILTING OF PERCOLATION WELLDewatering the excavated trenches and pools of water in the trench area by using pumps and other devices, including diversion of streams etc.as may be necessary for other parts of work, during the excavation & till its completion, in all respects etc. Complete. |
| 2 | Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge.Lift 10.50 to 12.00 m. |
| 3 | SUBWORK NO : 2:- R. C. C.PUMP HOUSEExcavation for foundation / pipe trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding backfilling, etc. complete. |
| 4 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundaion, asphalt road, including removing the excavated material up to a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding backfilling, etc. complete. |
| 5 | 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. |
| 6 | Providing and casting in situ M-200. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, formwork, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete.a) Column Footing |
| 7 | b) Column |
| 8 | c) Beams & Lintels |
| 9 | d) Chajjas |
| 10 | e) Slab |
| 11 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases. Newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (Including cost of binding wire) Tor Steel |
| 12 | Filling in plinth and floors excavated trenches with Contractors Murum For bedding in15 to20 cm. Layers including watering and compaction complete. |
| 13 | Providing second class Burnt Brick masonry with conventional/I.S. type bricks in cement mortar 1:6 in superstructure in-cluding striking joints, raking out joints, watering and scaffolding comp. |
| 14 | Providing and fixing M-40 grade thick vibrated pull cast or similar type concrete frame with chamber conforming to I.S. 6524-1983 having 6 mm dia bars 3 Nox. And strips @250 mm c/c and fixing in wall with 6 Nos of hold fast of 12 mm dia bars 500 mm long including primer and oil painting etc, complete.b)frame size 60 mm x 125 mm |
| 15 | Providing and fixing solid core flush door shutter commercial in single leaf 32mm thick without ventilator commercial type of exterior grade as per detailed drawing including wrought iron hold fast, iron oxidised fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. |
| 16 | Providing and fixing steel window C.R.C. sheet as per I.S. 1513 : 1986.gauge sect. 65 x 40 x 25 mm shutter single sheet of 24 gauge single leaf joined by fusion welding at appropriate points with verticalgrooves of 15 mm wide and 15 mm deep at a distance of 45 mmthe first and last rib should be 60 mm away from verticle edge of the shutter. the shutter shall be welded, with angle to from the periferi of the shutter, at the centre of the frame there shall be angle welded to bifercate the frame into two segments with two leaf shutter square 12mm square guard bars at 120 mm centre with all accessories |
| 17 | Providing sand faced plaster externally In cement mortar using approved screened sand, in all positions includ-ing base coat of 15mm thick in C.M. 1:4 using waterproofing compound at 1 kg.per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick in C.M. 1:4 finishing the surface by taking out grains and curing for fourteen days scaf-folding etc.complete. |
| 18 | Providing and laying Rough Shahabad Stone Flooring 50mm to 60mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete |
| 19 | Providing and applying colour-wash of approved colour and shade in Two coat to new surface including scaffolding, brushing and brooming down (excluding base coats of white wash) etc. complete. |
| 20 | Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. |
| 21 | Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and prepar-ing the surface, watering for two days complete. |
| 22 | SUBWORK NO : 3PUMPING MACHINERYProviding erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V +- 10% 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer’s design. Antitrust stream lined non return valve shall be provided with the pump. Submersible Pump mm dia (with Bronge Impeller) up to stages of category A & BProposed Two set of 7.5 H.P. 200 mm Dia. 8 Stages SubmersiblePumps capable of discharging 3.62 L/Sec, against a total head of 67.00 m. One pump will be in operation and other one will be standby |
| 23 | L.T. Panel Board : Providing, erecting, testing and commissioning of cubical LT panel board as directed & as per specifications suitable for the above motors.2 Sets of7.5 HP |
| 24 | Providing , Erecting , Jointing , Commissioning , Testing of cables as per detailed specifications attached.3 core 1.5 sq.mm. For 7.5 HP. Pumps. |
| 25 | Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe)100 mm Dia G.I. Pipe For 7.5 HP Pumps. |
| 26 | Providing and fixing as per relevant IS specifications CI D/F sluice valves, suitable types of pressure relief valves etc. of following dia.. Including all taxes ( central and local ) transportation upto site of work, unloading, stacking etc. complete.100 mm Dia. Sluice Valve PN 1 |
| 27 | 100 mm Dia. Reflux Valve PN 1 without Bypass Arrangement |
| 28 | 25 mm. Dia. Pressure Relief valves |
| 29 | M.S.Specials : Providing , Fixing CI / MS flanged pipes and specials as per detailed specifications attached.up to 300 NB |
| 30 | Providing erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia. G.I. pipe. Pressure gauge shall be installed as directed, with tapping on rising main.100 mm Dia. |
| 31 | Earthing : Providing and fixing earthing as per detailed specifications and as required etc. comp. |
| 32 | SUBWORK NO : 4 RISING MAINExcavation for foundation / pipe trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding backfilling, etc. complete. (Average Of Item No\"s - 1 to 7) 65 % for soils of all types, sand, gravel and soft murum |
| 33 | 15 % for hard murum and boulders, W.B.M. road |
| 34 | 10 % for soft rock and old cement and lime masonry foundation asphalt road |
| 35 | 10 % for hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting |
| 36 | Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.110 mm Dia. HDPE Class-8 Kg/ SqCm. Pipe |
| 37 | Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II.110 mm Dia. HDPE Class-8 Kg/ SqCm. Pipe |
| 38 | Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour,operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.110 mm Dia. HDPE Class-8 Kg/ SqCm. Pipe |
| 39 | Providing at site of work M.S. Specials suitable for as mentioned above pipes as per relevant IS specifications including all taxes, freight charges, octori, loading, unloading, transportation upto the site of work, guarding till hydraulic test is given and line is commissioned etc. complete. |
| 40 | Filling in plinth and murum bedding in trenches with approved murum from excavated material from foundation in 15 to 20 cm. layers including watering and compaction etc. complete. |
| 41 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging. Etc. complete. |
| 42 | Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.25 mm. Dia.Singale Ball Air valve |
| 43 | Providing and fixing in position air valve shaft including and fixing GI medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee Providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with Providing and making flanged joints wherever required and fixing air valve over the shaft excluding cost of air valve and branch flanged valve tee etc complete as per type design and as directedby Engineer-in-charge for following diameters of pipe lines (type design attached) Foundation on Murum and Harder Strata Up to 150 mm Dia. Pipeline |
| 44 | Providing and laying in situ PCC M:150 ( 1:2:4 ) grades of cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding, including dewatering, form-work, compacting and curing, etc. complete. |
| 45 | Providing and fixing CIDF sluice valves, reflux valves, air valves, including all taxes,(Central and local ) railway freight, unloading from railway wagon, loading into truck, transportation upto site of works etc. complete.50 mm. Dia. Sluice Valve PN 1.0For washout |
| 46 | Valve chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C. frame and covers)providing and constructing B.B. masonry valve chamber wutg 15 cm. thixk 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry In CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed byEngineer-in-charge.60cm x 45 cm x 90cm |
| 47 | SUBWORK NO : 5 ELEVATED SERVICE RESERVOIR Capacity - 0.79 Lakh Ltrs ESR 20 m. Staging Ht. Providing and constructing RCC Elevated Service Reservoir, based on own design/dept. design of following capacity with RCC staging, consisting of columns, internal and external bracings, spaced vertically at not more than 4meters center to center, including excavation in all type of strata, foundation concrete, cement plaster with water proofing compound to the in side face of the container, including refilling excavation pits/trenches, disposing of surplus excavated stuff within ahead of 50 m. labour charges for lowering, laying/erecting, hoisting and jointing for pipe assembly of inlet, outlet, overflow and bye-pass arrangement, providing and fixing accessories such as M.S.ladder for centering into container, C.I. Manhole frame and cover, water level indicator, lightening conductor, G.I.pipe railing around RCC walkway at bottom of container, and at top as well, providing spiral staircase from ground level to the top roof, B.B.masonary chambers for all valves, domed ventilating shafts, etc. includinggiving satisfactory water tightness test and providing three coats of snowcem paint to all the exposed surfaces of the structure, including top roof surface, etc. complete. as per design data, criteria, obligatory requirements and as per detailed specifications. The job to including painting the name of scheme and capacity of the reservoir on the external face of vertical wall.1.The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.)2.The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920/ 1993 for seismic force and I.S. - 11682/ 1985 for R.C.C. staging of overhead tanks.3.Fordesignhavingmorethan6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.4.The entire structure shall be in M-300 mix only.5.Plain round mild steel bars grade-I conformingtoI.S.432part-Iorhigh yieldstrengthdeformedbars conformingtoI.S.1786orI.S.1139 shall be used, grade-II mild steel bars will not be allowed.6.Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.7.These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.8.Staging shall have to be designed with stresses of M-200 concrete for ESR. HoweverallRCCconstructionshould be done in M-300.9.These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition.10.AllconditionsgivenintheMemberSecretary\"sCircularNo.MJP/TS-I/350 / 1668 dt. 2-8-97 and MJP / S-I /350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below.11.75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactoryhydraulic testingfor water tightness is given; and till that work shall be treated as incomplete. |
| 48 | Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe)100 mm Dia. D.I. double flanged pipes |
| 49 | Providing and fixing CIDF sluice valves, reflux valves, air valves, including all taxes,(Central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of works etc. complete.100 mm. Dia. Sluice Valve PN 1.0 |
| 50 | Providing and supplying ISI standard D.I. flanged / S & S specials including all taxes ( Central and Local ), railway freight, insurance, unloading from railway wagon, loading into truck, transport to departmental stores / site, unloading, stacking,etc. complete. |
| 51 | SUBWORK NO : 6 DISTRIBUTION SYSTEMExcavation for foundation / pipe trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding backfilling, etc. complete.( Item No - 1 to 7 )70 % for soils of all types, sand, gravel and soft murum |
| 52 | 15 % for hard murum and boulders, W.B.M. road |
| 53 | 10 % for soft rock and old cement and lime masonry foundation asphalt road |
| 54 | 5 % for hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting |
| 55 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 56 | Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.110 mm. Dia. HDPE ( 6 Kg / SqCm.) |
| 57 | 90 mm. Dia. HDPE ( 6 Kg / SqCm.) |
| 58 | 75 mm. Dia. HDPE ( 6 Kg / SqCm.) |
| 59 | 63 mm. Dia. HDPE ( 6 Kg / SqCm.) |
| 60 | Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II110 mm. Dia. HDPE ( 6 Kg / SqCm.) |
| 61 | 90 mm. Dia. HDPE ( 6 Kg / SqCm.) |
| 62 | 75 mm. Dia. HDPE ( 6 Kg / SqCm.) |
| 63 | 63 mm. Dia. HDPE ( 6 Kg / SqCm.) |
| 64 | Hydraulic testing of H. D. P. E./M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..110 mm. Dia. HDPE ( 6 Kg / SqCm.) |
| 65 | 90 mm. Dia. HDPE ( 6 Kg / SqCm.) |
| 66 | 75 mm. Dia. HDPE ( 6 Kg / SqCm.) |
| 67 | 63 mm. Dia. HDPE ( 6 Kg / SqCm.) |
| 68 | Providing ISI mark G.I. pipe offollowing class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.100 mm. Dia. G.I.\"B\" Class |
| 69 | 80 mm. Dia. G.I.\"B\" Class |
| 70 | 65 mm. Dia. G.I.\"B\" Class |
| 71 | 50 mm. Dia. G.I.\"B\" Class |
| 72 | Lowering, laying and jointing G. I. pipes and specials offollowing class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.100 mm. Dia. G.I.\"B\" Class |
| 73 | 80 mm. Dia. G.I.\"B\" Class |
| 74 | 65 mm. Dia. G.I.\"B\" Class |
| 75 | 50 mm. Dia. G.I.\"B\" Class |
| 76 | Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting ifnecessaryandreinstating to original postion.100 mm. Dia. G.I.\"B\" Class |
| 77 | 80 mm. Dia. G.I.\"B\" Class |
| 78 | 65 mm. Dia. G.I.\"B\" Class |
| 79 | 50 mm. Dia. G.I.\"B\" Class |
| 80 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging. Etc. complete. |
| 81 | Providing double flange sluice valve confirming for IS14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.100mm Dia. Sluice Valve PN1.0 |
| 82 | 80mm Dia. Sluice Valve PN1.0 |
| 83 | 65mm Dia. Sluice Valve PN1.0 |
| 84 | 50mm Dia. Sluice Valve PN1.0 |
| 85 | Lowering laying and jointing in position following C.I D/F sluice valves butterfly valves and Sluice valves including cost of all labour jointing material including nut bolts and giving satisfactoryhydraulic testing etc. complete. Rate for all calss of valves100mm Dia. Sluice Valve PN1.0 |
| 86 | 80mm Dia. Sluice Valve PN1.0 |
| 87 | 65mm Dia. Sluice Valve PN1.0 |
| 88 | 50mm Dia. Sluice Valve PN1.0 |
| 89 | Valve chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C. frame and covers)providing and constructing B.B. masonry valve chamber wutg 15 cm. thixk 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry In CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed byEngineer-in-charge.45cm x 60cm x 90cm |
| 90 | Providing and fixing C.I. road box including loading,unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.225 mm x 300 mm ( 40 Kg ) |
| 91 | 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. |
| 92 | SUBWORK NO : 7 RUNNING THE SCHEMECommissioning running and maintaining the scheme to quantities, rated capacity including maintaining necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme together with training of personnel spared by VWSC and handing over the scheme to VWSC after completion of the above period as directed by Engineer-in-chargeFor Single Village Without WTP |
| 93 | Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. |
