Rural Development Department Tender

Lift 4.50 to 6.00 m. For Trench Gallery

Lift 6.00 to 7.50 m. For Trench Gallery

Item No.-3 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. Connecting Main

Item No.-4 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. (Cement 5.90 bags / cum)

Item No.-5 Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation, etc. complete including cost of RCC collar, etc. complete.450 mm dia

Item No.-6 Lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, labour, etc. complete as directed by Engineer-in-charge. 450 mm dia

Item No.-7 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988 450 mm dia NP 2

Item No.-8 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin-charge (For all class of pipes.) as per IS783-1985.450 mm dia NP 2

Item No.-9 Hydraulic testing of RCC 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.450 mm dia NP 2

Item No.-10 Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in- charge.40 mm gauge pebbles (3.14/4x10[(1.05x1.05)-(0.45x0.45)]

12 mm to 20 mm gauge pebbles

6 mm to 12 mm gauge pebbles

Coarse sand (From river sand at site)

Fine sand (From river sand at site)

Item No.-11 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.

STRENGTHNING OF PERCOLATION WELL-- Item No-1 Providing and laying in situ P.C.C.(1:2:4) (M-150)of trap / granite / quartzite / gneiss metal, for foundation and bedding including dewatering, form-work, compacting and curing etc. complete.

Item No.-2 Providing and costing in situ R.C.C. of trap/granite/quartzite/gneiss metal of approved quality for R.C.C. work in R.C.C. (M-200)as per detailed drawings & designs as directed including dewatering, centering, form work, compaction, finishing formed swofaces with cm(1:3) of sufficient minimum thick-ness to give a smooth and even surface, wherever necessary or roughening, if special finish is to be provided and curing etc. complete (Excluding M.S. reinforcement) For RCC Beam

For RCC Vertical Wall

Item No.-3 Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. piles, caps, footing, foundation, slabs, beams, columns, canopies, staircases, newels , chajjas, lintels, pardies, copings, fins, arches, etc. as per, detailed designs, drawings and schedules, including cutting, bending, the bars, binding with wires or tack welding and supporting as required etc. complete.

Item No.-4 Dewatering 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.

Item No.-5 Providing and fixing 80 mm dia. A.C. / P.V.C. pipe weep hols at 1.5 m c/c staggered including cost of all materials and labour involved with all leads and lifts. Etc. complete.

Item No.-6 Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anti- corrosive paint, etc. complete as directed by Engineer-in-charge.

Item No.-7 Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.

R. C. C. PUMP HOUSE Item No.-1 Excavation 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.

Item No.-2 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.

Item No.-3 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.

Item No.-4 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

b) Column

c) Beams & Lintels

d) Chajjas

e) Slab

Item No.-5 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

Item No.-6 Filling in plinth and floors excavated trenches with Contractors Murum For bedding in15 to20 cm. Layers including watering and compaction complete.

Item No.-7 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.

Item No.-8 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

Item No.-9 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.

Item No.-10 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 vertical grooves of 15 mm wide and 15 mm deep at a distance of 45 mm the 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

Item No.-11 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.

Item No.-12 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

Item No.-13 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.

Item No.-14 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.

Item No.-15 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.

PUMPING MACHINERY Item No.-1 Providing 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 & B. Provide Two set of 10 H.P. 200 mm Dia., 12 Stages, Submersible Pumps capable of discharging 3.03 L/Sec, against a total head of 124.00 m. One pump will be in operation and other one will be standby.

Item No.-2 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 of 10 HP

Item No.-3 Providing , Erecting , Jointing , Commissioning , Testing of cables as per detailed specifications attached.3 core 2.5 sq.mm. For 10 HP. Pumps.

Item No.-4 Providing and supplying ISI standard welded G.I.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.80 mm Dia G.I. Pipe For 10 HP Pumps.

Item No.-5 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.80 mm Dia. Sluice Valve PN 1

80 mm Dia. Reflux Valve PN 1 without Bypass Arrangement

25 mm. Dia. Pressure Relief valves

Item No.-6 M.S.Specials : Providing , Fixing DI / MS flanged pipes and specials as per detailed specifications attached.All socketed specials or socketed branch flanged specials of all diameters.

Item No.-7 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.

Item No.-8 Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP

RISING MAIN Item No.-1 Excavation 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.45 % Qty for soils of all types, sand, gravel and soft murum

15 % Qty for hard murum

25 % Qty for soft rock and old cement and lime masonry foundation asphalt road

15 % Qty for hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting

Item No.-2 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.90 mm Dia. HDPE, Class-8 kg/cm2. Pipe

90 mm Dia. HDPE, Class-6 kg/cm2. Pipe

Item No.-3 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.90 mm Dia. HDPE, Class-8 kg/cm2. Pipe

90 mm Dia. HDPE, Class-6 kg/cm2. Pipe

Item No.-4 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.90 mm Dia. HDPE, Class-8 kg/cm2. Pipe

90 mm Dia. HDPE, Class-6 kg/cm2. Pipe

Item No.-5 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.80 mm Dia. GI, Class-Medium. Pipe

Item No.-6 Lowering, laying and jointing G. I. pipes and specials of following 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.80 mm Dia. GI, Class-Medium. Pipe

Item No.-7 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 if necessary and reinstating to original postion.80 mm Dia. GI, Class-Medium. Pipe

Item No.-8 Providing at site of work G.I./ D.I. 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.(10 % of Supply)

Item No.-9 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.

Item No.-10 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.

Item No.-11 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

Item No.-12 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 directed by Engineer-in-charge for following diameters of pipe lines (type design attached) Foundation on Murum and Harder Strata Upto to 150 mm

Item No.-13 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.

Item No.-14 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 1.0 For washout

80 mm. Dia. Sluice Valve PN 1.0

Item No.-15 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 by Engineer-in-charge.60cm x 45cm x 90cm

ELEVATED SERVICE RESERVOIR CAP.0.5 LAKH LTR St Ht 12.0 M -Item No.-1 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. including giving 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. For design having more than 6 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 conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.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. However all RCC construction should 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.All conditions given in the Member Secretary's Circular No. 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 satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.12.The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column.13.For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.14.Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.15.The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR.16.The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below 12 to 16 M staging - 2% per metre 16 to 20 M staging - 3% per metre 20 M and above - 4% per metre For 17 M staging height, percentage calculation will be like below : 12 to 16 M --- 4 x 2 = 8% 16 & 17 M --- 1 x 3% = 3% Total = 11% For 21 M staging height, percentage calculation will be like below : 12 to 16 M --- 4 x 2 = 8% 16 to 20 M --- 4 x 3% = 12% 20& 21 M --- 1 x 4% = 4% Total = 24% 17.Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR).Capacity -0.25 Lakh Ltrs ESR 12m. Staging Ht at Gaikwad Wasti

Capacity -0.25 Lakh Ltrs ESR 12m. Staging Ht at Gogalwadi

Item No.-2 Providing and supplying ISI standard welded GI 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) 80mm Dia. G.I. double flanged pipes

80mm Dia. G.I. double flanged pipes

Item No.-3 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.80 mm. Dia. Sluice Valve PN 1.0

80 mm. Dia. Sluice Valve PN 1.0

Item No.-4 Providing and supplying ISI standard M.S. 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.

DISTRIBUTION SYSTEM Item No.-1Excavation 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. for soils of all types, sand, gravel and soft murum

for hard murum

for soft rock and old cement and lime masonry foundation asphalt road

for hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting

Item No.-2 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.

Item No.-3 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.75 mm dia. HDPE (6Kg/Cm2)

63 mm dia. HDPE (6Kg/Cm2)

Item No.-4 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 . 75 mm dia. HDPE (6Kg/Cm2)

63 mm dia. HDPE (6Kg/Cm2)

Item No.-5 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..75 mm dia. HDPE (6Kg/Cm2)

63 mm dia. HDPE (6Kg/Cm2)

Item No.-6 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.65 mm. Dia. G.I."B" Class

50 mm. Dia. G.I."B" Class

Item No.-7 Lowering, laying and jointing G. I. pipes and specials of following 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.65 mm. Dia. G.I."B" Class

50 mm. Dia. G.I."B" Class

Item No.-8 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 if necessary and reinstating to original postion.65 mm. Dia. G.I."B" Class

50 mm. Dia. G.I."B" Class

Item No.-9 Providing at site of work all types of 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.

Item No.-10 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.

Item No.-11 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.65mm Dia. Sluice Valve PN1.0

50mm Dia. Sluice Valve PN1.0

Item No.-12 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 satisfactory hydraulic testing etc. complete. Rate for all calss of valves.65mm Dia. Sluice Valve PN1.0

50mm Dia. Sluice Valve PN1.0

Item No.-13 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 by Engineer-in-charge.45cm x 60cm x 90cm

Item No.-14 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 )

Item No.-15 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.

RUNNING THE SCHEME Item No.- 1 Commissioning 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-charge. For Single Village Without WTP

Item No.- 2 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.