Rural Development Department has published Tender For Jal Jeevan Mission Water Supply Projectfor Ghumri Tal Karjat Dist. Ahmednagar. Submission Date for this Tender is 19-08-2022. Water Supply Project Tenders in ahmednagar Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Sub Work No.1 Proposed Percolation Well6M X 18MItem No.1 : Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Lift0to15.00 Mtr.Depth |
| 2 | Item No.2 :Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.Lift12.00to 15.00 Mtr.Depth |
| 3 | Item No.3 :Add for each additional 1.5 m liftLift1.50to 3.00 Mtr. |
| 4 | Lift3.00to 4.50 Mtr.Depth |
| 5 | Lift4.50to 6.00 Mtr.Depth |
| 6 | Lift6.00to 7.50 Mtr.Depth |
| 7 | Lift7.50to 9.00 Mtr.Depth |
| 8 | Lift9.00to 10.50 Mtr.Depth |
| 9 | Lift10.50to 12.00 Mtr.Depth |
| 10 | Lift 12.00 to 13.50 Mtr.Depth |
| 11 | Lift 13.50 to 15.00 Mtr.Depth |
| 12 | Lift 15.00 to 16.50 Mtr.Depth |
| 13 | Lift 16.50 to 18.00 Mtr.Depth |
| 14 | Item No.4 :Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for P.C.C work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,plywood form work, compaction, finishing and curing, etc, complet P.C.C. 1:2;4 M-150 |
| 15 | Item No.5 : Providing and casting in situ C. C. 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, plywood form work,bully/steel prop ups, 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 finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)A) For Ring BeamM-20 |
| 16 | B) Vertical wall M-20 |
| 17 | Item No.6 :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, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 18 | Item No7 : 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. |
| 19 | Item No.8 Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. |
| 20 | 25X25X5mm chequre plate 8.00 mm thick. |
| 21 | Item No.9 : Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts. |
| 22 | Item No.10 : Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of all materials.overhead,labours etc. completed as directed.The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days. Lps less than 25,000 |
| 23 | 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. |
| 24 | Item No.12 :Taking trial bore (core bore sampling )by machine withundisturbed strata sample for investigationin all types of strata softsoil,murum,hard murum with boulder,soft rock,hard rock, &quartziteetc. |
| 25 | Item No.13 :Drilling 100 mm dia bore in all soft & hard strata including all Material labour cost and machinery charges, etc. complete. |
| 26 | Item No.14 : Providing and fixing GI Pipe railing having 1 m ht concisting 50x50x6 mm thick MS angle as vertical @1.5 c/c and additional post at every corner with 3 rows of 25 mm Dia GI Pipes of medium class varietyas horizontal and painting 3 coats of oilpaint over 1 coat of anticorrosive paint of aprroved colour and shade inclusding cost of all labour , transporting bendsto curve shape etc. Complete |
| 27 | Sub Work No.2 Proposed Pump House Item No.1 :Exacavation forfoundation in earth, soil of all types , sand , gravel, and soft murum , including removing the excavated material up to a distance of 50 m. beyond the building area & stacking and spreading as directed , dewatering , preparing the bed for the foundation and necessary backfilling , ramming , watering including shoring and strutting etc. complete. |
| 28 | Item No. 2 Providing dry trap/granite/quartzite/gneiss, rubble stone soling in 15 cm to 20 cm thick layers ( including hand packing and compacting), etc. comlete |
| 29 | Item No.3 : Filling in Plinth and floor/trenches with contractors murum for bedding in 15cm to 20cm layers including watering and compaction complete |
| 30 | Item No.4 :Providing and laying in situ cement concrete of M-15 grade of trap / granite / quartzite / gneiss metal for R.C.C. work in foundations like raft, grillages, strips, foundations and footings of R.C.C. columns and steel stanchions including bailing-out water manually, formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing and roughening the surface if special finish is to be provided (Excludingreinforcement, & structural steel) The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. (Wooden planks / shuttering will not be allowed) PCC 1:3:6 |
| 31 | Item No.5 : Providing and casting in situ Cement Concrete of metal of approved quality for RCC work as per detailed deawings and designs or as directed by Engineer-in-charge including normal dewatering, centering,form work, compaction, finishing the formed surface curing,etc. complete. Use of L & T, A.C.C. , Ambuja , Birla Gold , Manikgad, Rajashree, etc. cement is permitted.RCC M-200 A) RCC Footing |
| 32 | B) RCC Column |
| 33 | C) RCC Beam and Lintel |
| 34 | D) RCC Chajja |
| 35 | D) RCC Slab |
| 36 | Item No.6 : Providing second class Burnt Brick masonry with conventional /I.S.type bricks in cement mortar 1:6 in super structure including striking joints,raking out joints,watering and scaffolding etc. Complete |
| 37 | Item No.7 :Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15mm thickness reinforced with 35x35x5 mm angle section fitted with sliding bolts and handles for both sides,deep M.S.channel section of depth and thickness not less than 65 mm and 3.15mm respectively with hold fast arrangements,M.S.Bracket plate 300x300x3.15 mm minimum size and shape with square bar,suspension shaft of minimum 32mm diameter,hood cover of M.S.sheet not less than 0.9mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of wormgear wheel sand worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear) |
| 38 | Item No.8 :Providing and fixing steel window of various sizes per detailed drawing with out hot dip zinc coating, without ventilators, including fabricating/glazing with plain/obscured glass panels of approved type and quality,iron oxidised fixture sand fastenings,finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 39 | Item No.9 :Providing & fixing in position steel bar reinforcement of various dia. For RCC pipes, caps, footings, foundation, slab, beams, columns, canopies, staircase, newels chajjas, lintels, pardies coping fins, arches, etc. as per detailed design & drawing & schedule. |
| 40 | Item No.10 : Providing internal Cement plaster for 20mm thickness with appropriate coats in cement mortor 1:3 without neeru finish to stone masonry surfaces, in all positions including scaffolding and curing complete. Spec. No.: Bd.L.3 |
| 41 | Item No.11 : Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15mm thick in cement mortar 1:4 using water proofing compound at 1 Kilogram per cement bag curing the same for not less than 2 day sand keeping the surface of the base coat rough to receive the sand faced treatment 6to8 mm thick in cement mortar 1:4 finishing the surface by taking out grain sand curing for fourteen days scaffolding etc.complete. |
| 42 | Item No.12 : Providing and laying cement concrete flooring of 50mm thickness with 1:2:4 cement concret lead to proper level and slope in alternate bays including compaction filling joints marking line to gave the appearance to tiles of 30cm x 30cm or other size lwad diagonally/square etc. finishing smooth ( with extra cement) in any colour as directed and curing complete. |
| 43 | Item No.13 :Providing and applying washable distemper of approved colour and shade to old/ new surface, in three coats including scaffoldings, preparing the surface to receive the priming coat and finishing coat etc. complete. |
| 44 | Item No.14 : Providing and applying white wash on old /new plastered or masonry surface and asbestos cement sheets including scaffoldings and preparing the surface by brushing and brooming down, etc. complete. |
| 45 | Item No.15 : Providing and applying waterproof cement paint of approved manufacture and of approved colour and plastered surface including scaffoldings if necessary and preparing the surface |
| 46 | Sub Work No 3: PUMPING MACHINARYItem No.1 Providing and giving test of 150 mm dia submarcible monoblock sets confirmig . To IS 3034/1976 andmotor confirming to IS 5283 / 1979 pump shall be suitable for varousdischarging cap.against various delevary heads with stainless steel impeller shaft and bronze impeller .impellershall be dynamically balanced .Motor sutable for working 380/440 volts 3hp 50 Hz.A.C. Supply cable guard thurst carbon / fiber bearing to acceptentire hyd.thurst .Water proof winding shall be provided. pump shall havesuitable outlet as per recommendations of manufactures antiruststreamlined non return valve shall beprovided with pump suitable suction stainer shall alsobe provided 3 core / single double copper cable 3m longshall provieded with the pump.SUBMARCIBLEPUMP Q=4.494 LPS, H= 66 M |
| 47 | Item No.2 : 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. 100mm G.I Pipe B Class |
| 48 | Item No.3 : 3 core PVC insulated, PVC sheathed copper conductor flat submersible cable. Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. (3 Core 6 sqmm) |
| 49 | Item No.5 : Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.c. Submersible/centrifugal pump set upto 10 HP consisting of star Delta starter having relay range 6-10 Amp, S.P.P., Combined ammeter/ Voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc. Automatic control panel board |
| 50 | Item No.6 : Providing tools for pumping. |
| 51 | Item No.7 : Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as pertest 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.Sluice valve 100mm dia |
| 52 | REFLUX VALVE 100MM Dia |
| 53 | Item No.8 : Lowering ,layingandfixing in proper alignment and position all type of Sluice Valve as directed by Engineer in charge .includingcost conveyance from store to site of work ,all labour ,giving satsfactory hydraulic testing etc complete (for all class of Valve) Sluice valve 100mm dia |
| 54 | REFLUX VALVE 100MM Dia |
| 55 | Item No9 : Providing pipe type earthing with 40 mm dia G.I. pipe or 20 mm dia G.I. Rod complete with all material as per specification no. EAEP |
| 56 | Item No.10 : Providing and errecting triple spurn gear Chain pully Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift , tested to 50 % over load as per IS 3832 carrying IS mark ( 1 MT capacity) |
| 57 | Item No.11 :Providing & fixing 100 mm dia. Pressure gauge. |
| 58 | Sub Work No.4 : PURE WATER RISING MAIN Item No. 1 : Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect includinginspection charges, transportation to stores, etc. completeas per IS-1239/2004. GI Pipe 150 mm Dia B Class |
| 59 | Item No. 2 :Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 90 mm Dia 6kg/cm2 branch for Gawali wasti |
| 60 | 140 mm Dia 6kg/cm2 |
| 61 | Item No.3 : Providing and supplying ISI maek CI D/F reflux valve (Non-return valve)of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, trasportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. reflux valves as per IS 5312 Part I(1987) Reflux Valve 150 mm Dia |
| 62 | Reflux Valve 80 mm Dia |
| 63 | Item No.4 : Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspectioncharges,transportationupto departmental store, unloading,stacking excluding GST levied by GOI & GOM inall respect etc. complete.Sluice Valve 150 mm Dia for washout |
| 64 | Sluice Valve 80 mm Dia for washout |
| 65 | Item No.5 : 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. Air Valve 25mm dia |
| 66 | Part B - Labour Item No.1 : 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 67 | Item No.2 : Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M 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. (Bd- A-2/259) |
| 68 | Item No.3 : 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 area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 69 | Item No.4 : Excavationfor foundation/ pipe trenchesin hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated materialandstackingitinmeasurableheapswithina distanceof50metresfromtheareaandliftsasbelow, normal dewatering, excluding backfilling, etc. complete. |
| 70 | Item No.5 : Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 71 | Item No6 : Lowering ,layingand jointing G.I.pipes and specials of followingclass and Dia.including conveyance from store to site of work ,all labour ,giving satsfactory hydraulic testing etc completeeither underground or in vertical position as directed by engineer in chargeG.I Pipe 150 mm B class |
| 72 | Item No.7 : Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). 90 mm Dia. 6kg/cm2 |
| 73 | 140 mm Dia. 6kg/cm3 |
| 74 | Item No.8 : 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.) Reflux VAlve 150 mm |
| 75 | Reflux VAlve 80 mm |
| 76 | Item No.9 : 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.)Sluice VAlve 150 mm Dia. for washout |
| 77 | Sluice VAlve 80 mm Dia. for washout |
| 78 | Item No.10 : Providing and laying is situ , cement concrete in 1:2:4of trap/granite / quartze / gneiss metal for foundation and bedding including bailing-out water manually, fromwork , compacting , covering newly laid concrete.by gunny bag plastic or tarpaulin , curing etc. complete. ( Wooden planks/ shuttering will not be allowed) b) 1:2:4 (M-150) grades for encasing |
| 79 | Item No11 : Providing and fixing in position air valve shaft including providing 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 of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) 0 to 150 mm Dia. |
| 80 | Item No.12 : Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge. Chamber size 60x45x90cm |
| 81 | Item No.13 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete. |
| 82 | Item No.14 : Providing & supplying HDPE/GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose. |
| 83 | Item No.15 : Hydraulic testing of PVC 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. 140 Dia 6kg/cm2 |
| 84 | Item No.15 : Hydraulic testing of PVC 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 Dia 6kg/cm3 |
| 85 | Item No.16 : 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. GI pipe 150 mm dia B class. |
| 86 | Sub work 5 :RCC ESR CAPACITY 25000LTR. Stg. 12m Item no 1 : Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/cfor E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material chargesincluding lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. |
| 87 | Item No. 2 : Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. 150 MM DIA. |
| 88 | Item No.3 Providing and supplying ISI standard CI flanged / S& S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to depermental store/ site, unloading stacking etc. complete.D/F Specials upto and including 300mm Dia. |
| 89 | Item No.4 : Providing double flange sluice valve confirming for IS- 14846 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. 150 mm dia Sluice Valve |
| 90 | Sub work 6 :RCC ESR CAPACITY 25000LTR. Stg. 6mfor GAVLE WASTIItem no 1 : Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/cfor E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material chargesincluding lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. |
| 91 | Item No. 2 : Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. 80 MM DIA. |
| 92 | Item No.3 Providing and supplying ISI standard CI flanged / S& S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to depermental store/ site, unloading stacking etc. complete.D/F Specials upto and including 80mm Dia. |
| 93 | Item No.4 : Providing double flange sluice valve confirming for IS- 14846 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. 80 mm dia Sluice Valve |
| 94 | Sub Work No.7 : DISTRIBUTION SYSTEM Item No. 1 : 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. 80 mm dia G.I pipe B class |
| 95 | Item No. 2 : Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 110mm Dia. 4kg/cm2 PVC Pipe |
| 96 | 90mm Dia. 4kg/cm2 PVC Pipe |
| 97 | Item No. 3 : Providing double flange sluice valve confirming for IS-14846 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. 80 mm dia Sluice valve |
| 98 | Part B LABOUR Item No. 1 : Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 99 | Item No. 2 : Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M 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. (Bd- A-2/259) |
| 100 | Item No. 3 : Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters 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 back filling etc. complete. |
| 101 | Item No. 4 :Excavationfor foundation/ pipe trenchesin hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated materialandstackingitinmeasurableheapswithina distanceof50metresfromtheareaandliftsasbelow, normal dewatering, excluding backfilling, etc. complete. |
| 102 | Item No. 5 : Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 103 | Item No. 6 :Lowering,Laying and Jointing with G.I. Pipes andspecials…..80 mm dia G.I pipe B class |
| 104 | Item No. 7 : Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).110 mm dia 4 kg/cm2 PVC Pipe |
| 105 | 90 mm dia 4 kg/cm2 PVC Pipe |
| 106 | Item No. 8 : Lowering ,layingandfixing in proper alignment and position all type of Sluice Valve as directed by Engineer in charge .includingcost conveyance from store to site of work ,all labour ,giving satsfactory hydraulic testing etc complete (for all class of Valve) 80 mm Dia. Sluice valve |
| 107 | Item No. 9 : Providing and laying is situ , cement concrete in 1:2:4of trap/granite / quartze / gneiss metal for foundation and bedding including bailing-out water manually, fromwork , compacting , covering newly laid concrete.by gunny bag plastic or tarpaulin , curing etc. complete. ( Wooden planks/ shuttering will not be allowed ) In PCC M-100 |
| 108 | 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. |
| 109 | Item No. 11 : Providing and constructing B.B. masonary valve chamber with 15cm thick PCC1:3:6bedding, including excavation, B.B. masonry in C.M. 1:5 proportion12mm thick cement plaster in cm 1:4 on both sides with providing and fixing C.I, manhole frame and cover in RCC 1:2:4 etc. complete as directed by Engineer-in-charge.Chamber size 60x45x90cm |
| 110 | Item No. 12 : Providing CI road box including loading unloading and carting at site of work including all necessary excavation in all type of strata and fixing in muru packing etc. complete. Size 100mm x 225mm (20kg) |
| 111 | Item No. 13 : Providing & supplying PVC/GI specials ( 10 % of cost of pipe shall be considered percent of specials for estimate purpose.) |
| 112 | Item No. 14 : Hydraulic testing of PVC 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.110mm Dia 4Kg/cm2 |
| 113 | 90mm Dia 4Kg/cm2 |
| 114 | Item No. 15 :Hydraulic testing of G.I.pipeline 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. GI Pipe 80mm Dia B class |
| 115 | Sub Work No.8 : Solar Panel Estimate for Stand Alone Solar Panel 10HP |
| 116 | Sub Work No.9 : Trial Run. a) Commisioning running and maintaining the scheme to quantites, rated capacity, including manning 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 and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.a) for single village (1 Months) |
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