Water Supply And Sanitation Department-WSSD has published Tender For Nagansur Wss Tal.Akkalkot Dist.Solapur. Submission Date for this Tender is 01-11-2022. Water Supply Project Tenders in akkalkot Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Subwork No. 1 - Strengthening ofHead Works Jackwell & Pumphouse Item No.1:-Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. BY Manual Means. For Headworks site |
| 2 | Item No.2:-Providing and fixing of window glassetc.complete Glass obscured (Bajara) 5mm For HeadworkWindows, ventilator etc. |
| 3 | Item No.3:-Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to old plastered surfaces including scaffolding if necessary, cleaning and preparing thesurface, watering for two days etc. complete. For HeadworkOutside face vertical wall |
| 4 | Item No.4:-Providing and applying white-wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete. For HeadworkInside for cealing |
| 5 | Item No.5:-Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35x3x5 mm angle section fitted with sliding bolts and handles for bothsides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300x300x3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear weels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S.6248-1979) (Without mechanical gear) For Headwork Rolling shutter |
| 6 | Item No.6:-Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. For HeadworkInside face vertical wall |
| 7 | Item No.7:-Providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. For Windows, |
| 8 | Item No.8:- Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia upper terminal 1.5 M long with a knob at the end with a conical spike at top, aluminium tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I. pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling earthing pit with charcoal, salt, etc. & refilling & watering, etc. complete as per specifications laid down in relevant I.S.codes For Headworks site (a) For tape of 10 M length |
| 9 | (b) Extra metre length over and above initial length of 10 M. |
| 10 | Item No.9:-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. Intake Well Lift 0 to 9.00 |
| 11 | Jack Well Lift 10.50 to 12.00 |
| 12 | Lift 12.00 to 13.50 |
| 13 | Item No.10:-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. (Bd-A-9/261) |
| 14 | Item No.11:-Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal andpainting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour,transporting bends to curved shape, etc.complete As above but with only 2 rows. |
| 15 | Subwork No. 2 - Designing, Providing , Erecting ,commissioning and testing of Raw water Pumping Machinary with allied electrical and mechanical works at HW Location- WTP sump at Valsang WTP Campus Item no.1: Submersible Pumpset - 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 mechaical seal, 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. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. Q- 15.49Lps, H- 84 .00 M ,200 mm Dia 27.5HP |
| 16 | Item no 2: Cubical Panel Board-Designing,providing, erecting, commissioning and testing of 415 Voltcubical type L T panel board as per specification . |
| 17 | Item No-3 :GI Pipe- Providing laying jointing GI B class medium dutypipe with heavy duty MS welded flanges, rubber packing, nutbolts etc complete as per specification.as per specification.150 mm dia for |
| 18 | Item no 4 : Armoured Cable-.-Supplying and erectig PVC armourd cable 1100KV grade with ISI markalluminium conductorPVC armoured cable.1x 3.5 x 35 sqmm MSEDCL to LT Panel |
| 19 | Item No- 5 :Submersible Cable-1x3 x 6 sqmm. -Providing,laying,jointing commissioningand testing of PVC submersible copperconductor cable from starter to motor asper detailed specification attached. |
| 20 | Item no 6 : Pressure Gauge-100mm dia .-Providing fixing pressure guage of reuired range complete with syphone tube isolatingcock suitable for 12mm dia GI pipe pressure guage shall be installed as directed with taping on rising maint etc complete.100 mm dia.0-7 kg / sq cm.ESR - 1 & 2. ( For pump -2Nos, and Common header -1 No ) |
| 21 | Item No-7 :Reflux Valve -Designing providing erecting jointing and commissioning CIDF Reflux Valveand jointing material etc as per detailed specification attached a)150 mm dia PN 1.00 Rating with by pass arrangement |
| 22 | Item No-8-Sluice Valve - Designing providing erecting jointing and commissioning CIDF sluice Valve with jointing material etc as per detailed specification attacheda) 150 mm dia PN 1.0 Rating for |
| 23 | Item No. 9 :- Kinetic Air Valve-Designing providing erecting jointing and commissioning CIDF Air Valve with screw down Isolating Valve 40 mm Diaas per detailed specification attachedPN 1.0 Rating. |
| 24 | Item No 10.CI/MS Specials-Providing erecting CI /MS special "of different dia and thickness as directed by engineer in charge |
| 25 | Item No.11 Earthing-Earthing to panel board switches motor with plate type earthing with necessary materialand earthing plate of adiquate size and GI earth wire 8SWG as per IE rule. |
| 26 | Item No-12- GI Strip -Supplying and erecting GI strip of required sizeused for earthing with joints required. As per specification . |
| 27 | Item No 13 - RCC Foundation :- Providing & casting R.C.C.foundation in 1:2:4 ratio (M 200) as per standerd specification. |
| 28 | Item No 14 :- Chain Pulley Block - Providing, erecting triple spur gear type Chain Pulley Block suitable forcapacity as below with 8 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark. 2Tonne Capacity |
| 29 | Item No 15 :- Travelling Trolly - Providing, erecting Travelling Trolley of capacity as below with 6 m lift, tested to 50% over load. 2 Tonne Capacity |
| 30 | Item No 16 :-Structural steel- Providing structural steel work for making crane arrengement at pumpsetfrom pump house. |
| 31 | Item No-17- Full bore electromagnetic flowmeter - Providing, Installing & giving satisfactory test and trial of Fulbore Electromagnetic type flow meter working on conditions and specifications, calibration, inspection, testing, training, guarantees, and manufacturers test certificate along with mandatory accessories given bellow complete with detailed specifications -150 mm diaratingwith TP inspection.as per specification |
| 32 | Item No 18 - Dismentaling Joint--Prov. erect. and commissining dismmentelling joint as per specification.150 mm dia PN 1.00 Rating WM WTP inlet |
| 33 | Item no.19 Electrification-Providing internal and external electrification to the pump house etc complete.as per specification. |
| 34 | Item no .20 Tools -Providing Tools as per detailed specifications. |
| 35 | Item no.21 - Test and Trial-Giving satisfactory test and trial of pumping machinery and allied equipmentfor one month period.as per detailed specifications. |
| 36 | Subwork No. 3 - RAW WATER RISING MAIN 200 MM DIA PVC O-500 LENGTH -12600M) Item No. 1 - 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 levie Note:- Payment proposed(1) Against supply- 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% 80 mm Dia for washout PN-1 |
| 37 | Item No. 2 - Providing and supplying Kinetic Double Orifice type Air Valves as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes(Central and local), insurance, third party inspection charges, loading, unloading, transportation upto departmental stores / site, etc. complete. Note:- Payment proposed(1) Against supply- 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% Kinetic Air valve 50 mm dia PN 1.0 |
| 38 | Item No. 3 - Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/site, unloading and stacking etc. complete as per IS-458/1988 Note : One collar should be supplied with each full lengthplain ended RCC pipe, cost including in ratesbelow. One rubber ring should be supplied with eachfull length of socketed pipe, cost included in rates below. 200 mm Dia. RCC NP III Pipe Collar Joint Note:- Payment proposed(1) Against supply- 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% RCC pipe 300 mm dia. NP-II |
| 39 | Item No.4:-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,hard murum,soft rock and old cement and lime masonry foundation asphalt road, hard rock by controlled blasting, including trimming and levelling,the bed by chiselling,hard rockby chiselling, wedging, line drilling by mechanical means or by all meansincluding removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 40 | Item No. 5 - Filling in plinth and floors murum bedding in trenches with approved murumb from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 41 | Item No. 6 - Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality ncluding watering and compaction, etc. complete. |
| 42 | 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). Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% 200 mm Dia PVC O-500 PN-16 |
| 43 | Item No. 8 - 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 fortesting. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position 200 mm Dia PVC O-500 PN-16 |
| 44 | Item No. 9 - 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 Engineer-in-charge (For all class of pipes.) as per IS-783-1985. Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% 300 mm Dia. RCC NP II Pipe With Collar Joint |
| 45 | Item No. 10 - 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. Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% 80 mm dia. |
| 46 | Item No. 11 - Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% Kinetic Double Ball Air valve (PN-1.60) - 50 mm dia. |
| 47 | Item No. 12 - 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 M150 as shown in type design together with providing and making flanged joints wherever required and fixing of 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.) Foundation on Murum and Harder Strata. For 200 mm |
| 48 | Foundation in BC soil or any other soil For 200 mm |
| 49 | Item No. 13 - Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Note : Wall thickness : 0.23 M for depth of 1.2M and 0.35M for balance depth exceeding 1.2M. C) As above of 90x60cm internal size and depth upto 1.2M with Precast RCC slab coner Size (0.90 x 0.60 x 1.20) |
| 50 | Item No. 14 - 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. Note :- 10% cost of items included in pipeline sub work excluding supply items (All types of Pipes, Valves & specials) shall be retained till Satisfactory hydraulic testing is given as per Tender Specifications. |
| 51 | Subwork No. 4A - Strengthening TO UNCONVENTIONAL W.T.P. 2.00 MLD Civil Work Item No. 1 - Providing and fixing G.I. pipe railling having 1.0 M height consisting 50 x 50 x 6mm thick M.S. angles as verticals at 1.5M c/c and additional posts at every corner with 2 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approvedcolour and shade including cost of all labour, transporting bends to curved shape, etc.complete.(For two rows) For two rows |
| 52 | Item No. 2 - Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with conical spike at top, copper tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I. pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling earthing pit with charcoal, salt, etc. & refilling & watering, etc. complete as per specifications laid down in relevant I.S.codes. For tape of 10 m length |
| 53 | Item No. 3 - Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anti-corrosive paint, etc. complete as directed by Engineer -in-charge |
| 54 | Item No. 4 - Providing and applying epoxy paint of approved make (Shalimar, Ciba or Mahindra & Mahindra) to concrete surface for RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blowers to the satisfaction of Engineer-in-charge, necessary scaffolding, etc. complete with all leads and lifts and giving satisfactory hydraulic test for water tightness as per IS codes. For old surface |
| 55 | Item No. 5 - Providing and fixing water level indicator upto 5 M height including M.S. enamelled gauge plate 300 mm wide and 3 mm thick, copper float, providing and fixing required accessories such as pointer, pulleys, nylon thread including cost of all material, labour, etc complete |
| 56 | Item No. 6 - Providing, erecting, installing and commissioning Barometric leg chlorination system for water treatment plant upto 5 MLD capacity as per manufacturer"s specification with all required materials viz. 15 kg. pressure yellow PVC pipe, specially prepared chamber, mixing chamber, scrubber unit, gas pressure flexible pipe, brass nozzle nipple, electronic alarm unit, PPM dose, indicator of 25 mm dia, 4 mm thick glass tube borosil, gas unit opening spanner 3 hole type, instruction board, aluminium pipe upto sump (max. length 15 M) including civil works wherever required for above materials, fittings, including satisfactory test and trial at work site, etc. complete. (Item do not include construction of chlorine gas room of 3.0 x 3.0 M or adequate size) as per drawing attached. For 3.00 MLD |
| 57 | Item No. 7 - Providing and applying priming coat on concrete/ masonary /Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete. Spec. No.: As directed by Engineer in charge. Primer |
| 58 | Item No. 8 - Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to old plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. Cement paint |
| 59 | Item No. 9 - Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat ,scaffolding if necessary , and watering the surface for two days etc complete. Spec. No.: As directed by Engineer in charge. Emulsion paint |
| 60 | Item No. 10 - 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.) etc. complete. OBD |
| 61 | Item No. 11 - Providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. Enamel paint |
| 62 | Item No. 12 - Providing water proof plaster internally in cement mortar using approved screened sand in all positions including base coat of 15mm thick in CM 1:4 using waterproofing compound @ 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 of 6 to 8 mm thick in CM 1:4 finishing the surface by taking out grains & curing for 14 days , scaffolding etc complete. Water proof plaster |
| 63 | Item No. 13 - Providing pressure grouting at a pressure of 5.6 kg/sqcm in required row / zigzag fashion as specified at 1.5 M interval as per site conditions to stop leakages through water retaining structures to the entire satisfaction of the Engineer-in-charge including material compound, hardening materials, compressor equipment including scaffolding, smooth finishing, For old Concrete Structure |
| 64 | Item No. 14 - Providing leak proof treatment by Injection grouting method to old floor without removing tiles of W.C., bath, with cement sand proportion of 1:1.5 and waterproofing compound at 2 kg/bag of cement mixed in 35 liters of water including drilling holes in required position grouting with above mixed solution and ceiling etc. complete. Spec. No.: As directed by Engineer in charge. Injection grouting |
| 65 | Item No. 15 - Providing & laying water proof treatment of terrace slab with B.B. Coba in all position with an average thickness of 112 mm consisting specialised materials as per the manufactures specifications and covering 10 years guarantee on court fee stamp paper including all lead, lift, etc. complete. Spec. No.: As directed by Engineer in charge. Spec. No.: As directed by Engineer in charge. Terracee BB Coba |
| 66 | Item No. 16 - Providing and fixing single leaf panelled door shutter without fanlight and shutter 35 mm thick as per drawing consisting of Ghana T.W. top rail size 100mm x 35 mm and bottom and lock rail 200mm x 35mm insert panel 12 mm thick commercial ply faced T.W. particle board with phenol formaldehyde synthetic resin (Generally confirming to ISI 3097) excluding frame, including stainless steel fixtures fastening and T.W. beading at junction of panels inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete. Panelled door shutter |
| 67 | Item No. 17 - Providing and fixing Country cut teak wood windows /ventilators with double leaf panelled shutters 25 mm thickwithout ventilators as per detailed drawing including stainless steel fixtures and fastenings and finishing the wood work with oil painting 3 coats etc. complete. Window shutter |
| 68 | Item No. 18 - Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 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 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear) Rolling shutter |
| 69 | Item No. 19 - Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 x 9 x 3 mm minimum size, crossings of M.S. flats of size 18 x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange, M.S. flat for top runner of minimum size 40 x 12 mm with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm max. spacing of vertical channels be 100 mm enclosed gate position and clear space of 150 mm between two sets of crossings with hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer & oil painting etc. complete. (I.S. 105211983). Collapsible gate. |
| 70 | Item No. 20 - Providing and fixing sheet glass of 24 oz. for all size including putty etc. complete. Window glass. |
| 71 | Item No. 21 - Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm ( 5mm x 3) thick x 30 mm width on one style and top rail and 10 mm (5mm x 2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and /or prelim colours on one side after outing the moulded design on flush doors and 2 mm plain and /or pre lam PVC on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC lipping etc. as per direction of Engineer in charge and manufacturers specification and drawing etc. complete. Flush door |
| 72 | Item No. 22 - Providing and casting in situ cement concrete M20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings canopy as per detailed designs and drawings including centering, formwork, cover blocks compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel).With fully automatic micro processor based PLC with SCADA enabled reversible drum type oncrete mixer With natural sand. M20 RCC slab |
| 73 | Item No. 23 - Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, 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 complete. Tor Steel |
| 74 | Item No. 24 - Providing filter media in filter bed including all material & labour & as per specification . The works include removing old filter media including stacking the spoils as directed with all leads, lifts, complete.Spec. No.: As directed by Engineer in charge |
| 75 | Item No. 25 - Repairs of various valves including removing , refitting as directed with all necesssary material as per specification etc, complete.Spec. No.: As directed by Engineer in charge |
| 76 | Item No. 26 - Repairs of mechanical flocculator blades, Tube settler , Railing, MS windows , MS doors, desilting/desludging/cleaningof MF,TS,FB, SUMP, etc. with the help of pumps, labours as directed with all necesssary material as per WTP secification etc, complete.Spec. No.: As directed by Engineer in charge |
| 77 | Item No. 27 - Providing and fixing Measuring weir frame of S.S. 304 graded steel flat of thickness 5 mm and weir plate of bross flat of thickness 3 mm with calibrated bross scale fixed over the weir frame. Measuring weir frame |
| 78 | Item No. 28 - Providing supplying and fixing Loss of head indicator - Manometer gauge 2.50 m with (MOC of Tube PVC & Acrylic, MOC of Board : FRP with radium numbering) Loss of head indicator |
| 79 | Item No. 29 - Providing supplying and fixing MS Head Stoc with extension rod of 1.20 m long, coupling and wheel. MS Head Stoc |
| 80 | Item No. 30 - Providing antitermite treatment around the periphery of the existing building as per I.S. 6313 (PartIII) by excavating trenches of 20cm width and exposing the sides of columns and plinth beams upto a depth of 300mm and injecting one percent of chlorodane emulsion concentrate at the rate of 2.25 litres per Rmt and refilling the trenches etc. complete covering 2 years guarantee on bond paper. Antitermite treatment |
| 81 | Item No. 31 - Providing and laying ceramic tiles of RAK/Kajaria / Nitco /Asian or equivalent make having size 30 cm. x 30 cm. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. Ceramic tiles |
| 82 | Sub Work No. 4B:- Strengthening TO UNCONVENTIONAL W.T.P. 2.00 MLD Mechanical work. Item No-1- Flocculator Prov. And fixing electrical driven agitator with1.5 HP Electric motor of Cromption Greaves make,reduction gear box of shanti make or equivalent,70:1 redction bevel gear and penion 4:1 reduction,MS Shaft and paddles chasis tec with two coats of epoxy primer. |
| 83 | Item No-2- Rising type Sluice gate Repairs and providing wheel to Rising Type sluice gate valve as follow. 1.Floculator inlet gate -300mm. |
| 84 | 2.Bypass gate 600mm x300mm . |
| 85 | 3..Bypass gate 250mm x250mm. |
| 86 | Item No-3A-Alum stirrer assembly- Providng erecting electrical stirrer with 1 HP Electric motor of cromptiom Gear box reduction gear box of Shanti make 15 :1 reduction SS ( 304) shaft paddles and coupling, MS Epoxy base frame etcalum stirer asssembly with gear box A-162Ratio 15/1 Shanti make Primier make and electric motor 1 HP TEFCKirloskar make /Crompton make with base frame ISMC 100SS Impeller.etc complete. |
| 87 | Item No- 3B -TCL stirrer assembly- Providng erecting TCL stirer asssembly with gear box A-162Ratio 15/1 Shanti make Primier make and electric motor 1 HP TEFC with base frame.etc complete. |
| 88 | Item No-4-Pipeing arrangment for TCL and Allum Tank- a-Inlet piping from wash water tank to alum Tank of 40 mm dia CPVC pipe |
| 89 | b-Outlet piping toTCL Tankwithcontrol valve and overflow pipe of 40mm dia CPVC pipe. |
| 90 | b-Outlet piping to alumTankwithcontrol valve up to mixing channel pipe of 40 mm dia CPVC pipe. |
| 91 | Item No- 5 - Providing laboratory equipments as follow. 1-Turbidity rod brass |
| 92 | 2.Chlorine comparator 0-5 ppm Digital type |
| 93 | 3.PH meter comparator Digital type |
| 94 | 4.Glass beaker250 ml heavy duty |
| 95 | 5.Glass beaker500 ml heavy duty |
| 96 | 6.Volumetric measuring Flask 250 ml |
| 97 | 7.Volumetric measuring Flask 500 ml |
| 98 | 8. Steel Table 4x2Ft heavy duty |
| 99 | 9.Chair. plastic heavy duty |
| 100 | 10.Cupboard steel. 5x2.5Ft heavy duty |
| 101 | 11.Plastic bucket.15 Lit heavy duty |
| 102 | Subwork No. 5 - SUBMERSIBLE PUMPING MACHINERY FOR PURE WATER R/M.WTP to MBR 15 HP Item no.1 a)Submersible Pumpset-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 mechaical seal ,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. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.For FeedingESR 1- 2.00 & ESR 2 - 2.00 Lakh litcapacity, Q- 14.62Lps, H- 41.00 M ,200 mm Dia |
| 103 | Item no. 2 Cubical Panel Board-Designing,providing, erecting, commissioning and testing of 415 Voltcubical type L T panel board as per specification . |
| 104 | Item No. 3 GI Pipe- Providing laying jointing GI B class medium dutypipe with heavy duty MS welded flanges, rubber packing, nutbolts etc complete as per specification.as per specification.150 mm dia for ESR 1 & 2 |
| 105 | Item no 4 -Armoured Cable-.-Supplying and erectig PVC armourd cable 1100KV grade with ISI markalluminium conductorPVC armoured cable.1x 3.5 x 35 sqmm MSEDCL to LT Panel |
| 106 | Item No- 5 -Submersible Cable-1x3 x 4 sqmm. - Providing, laying, jointing commissioningand testing of PVC submersible copperconductor cable from starter to motor asper detailed specification attached. For ESR 1 & 2 |
| 107 | Item no.6- Pressure Gauge-100mm dia .-Providing fixing pressure guage of reuired range complete with syphone tube isolatingcock suitable for 12mm dia GI pipe pressure guage shall be installed as directed with taping on rising maint etc complete.100 mm dia.0-7 kg / sq cm.ESR - 1 & 2. ( For pump -2Nos, and Common header -1 No ) |
| 108 | Item No-7-Reflux Valve -Designing providing erecting jointing and commissioning CIDF Reflux Valveand jointing material etc as per detailed specification attached150 mm dia PN 1 Rating with by pass arrangementfor ESR 1 & 2 |
| 109 | Item No-8-Sluice Valve - Designing providing erecting jointing and commissioning CIDF sluice Valve with jointing material etc as per detailed specification attached a) 150 mm dia PN 1 Rating for ESR 1 & 2 |
| 110 | Item No. 9 :- Kinetic Air Valve-Designing providing erecting jointing and commissioning CIDF Air Valve with screw down Isolating Valve 40 mm Diaas per detailed specification attachedPN 1.0 Rating. |
| 111 | Item No 10.CI/MS Specials-Providing erecting CI /MS special "of different dia and thickness as directed by engineer in charge |
| 112 | Item No.11 Earthing-Earthing to panel board switches motor with plate type earthing with necessary materialand earthing plate of adiquate size and GI earth wire 8SWG as per IE rule. |
| 113 | Item No-12- GI Strip -Supplying and erecting GI strip of required sizeused for earthing with joints required. As per specification . |
| 114 | Item No 13 - RCC Foundation :- Providing & casting R.C.C.foundation in 1:2:4 ratio (M 200) as per standerd specification. |
| 115 | Item No 14 :- Chain Pulley Block - Providing, erecting triple spur gear type Chain Pulley Block suitable forcapacity as below with 8 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark. 2Tonne Capacity |
| 116 | Item No 15 :- Travelling Trolly - Providing, erecting Travelling Trolley of capacity as below with 6 m lift, tested to 50% over load. 2 Tonne Capacity |
| 117 | Item No 16 :-Structural steel- Providing structural steel work for making crane arrengement at pumpsetfrom pump house. |
| 118 | Item No 18 : - Ultrasonic Bulk Water Meter -Providing,installing testing and commissioning of in line battery operated ultrasonic bulk type water meters ISO 4064 with built in data logger and GSM/GPRS modem for transfer of data communication to remote central computer as per specification.150 mm dia ESR 1 & 2 |
| 119 | Item No 18 a- Dismentaling Joint--Prov. erect. and commissining dismmentelling joint as per specification.150 mm dia PN 1 RatingWM Pumpset |
| 120 | Item no. 19 Electrification-Providing internal and external electrification to the pump house etc complete.as per specification. |
| 121 | Item no .20 Tools -Providing Tools as per detailed specifications. |
| 122 | Item no.21 - Test and Trial-Giving satisfactory test and trial of pumping machinery and allied equipmentfor one month period.as per detailed specifications. |
| 123 | Subwork No. 6 - PURE WATER RISING MAIN (160 MM DIA HDPE PIPE LENGTH - 6250) Item No. 1 - 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 levie Note:- Payment proposed(1) Against supply- 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% 80 mm Dia for washout PN-1 |
| 124 | Item No. 2 - Providing and supplying Kinetic Double Orifice type Air Valves as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes(Central and local), insurance, third party inspection charges, loading, unloading, transportation upto departmental stores / site, etc. complete. Note:- Payment proposed(1) Against supply- 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% Kinetic Air valve 50 mm dia PN 1.0 |
| 125 | Item No. 3 -Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/site, unloading and stacking etc. complete as per IS-458/1988 ote : One collar should be supplied with each full lengthplain ended RCC pipe, cost including in ratesbelow. One rubber ring should be supplied with eachfull length of socketed pipe, cost included in rates below. Note:- Payment proposed(1) Against supply- 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% 300 mm Dia. RCC NP II Pipe Collar Joint |
| 126 | Item No. 4:- Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, hard murum and boulders, W.B.M. road, soft rock and old cement and lime masonry foundation asphalt road,hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blastingincludingremoving the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 127 | Item No. 5 - Filling in plinth and floors murum bedding in trenches with approved murumb from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 128 | Item No. 6 - 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 Note : Only SBR rubber gaskets to be used. Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% 180 mm Dia HDPE 6 KG |
| 129 | Item No. 7 - 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. 180 mm Dia HDPE 6 KG |
| 130 | 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 Engineer-in-charge (For all class of pipes.) as per IS-783-1985. Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% 350 mm Dia. RCC NP III Pipe With Collar Joint |
| 131 | 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. Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% 80 mm Dia. |
| 132 | Item No. 10 - Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% Kinetic Double Ball Air valve (PN-1.60) 50 mm Dia. |
| 133 | Item No. 11 - 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 M150 as shown in type design together with providing and making flanged joints wherever required and fixing of 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.) Foundation on Murum and Harder Strata. Upto 150 mm Dia. |
| 134 | Item No. 12 - Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M. C) As above of 90x60cm internal size and depth upto 1.2M with Precast RCC slab coner Size (0.90 x 0.60 x 1.20) |
| 135 | Item No. 13 - 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. Note :- 10% cost of items included in pipeline sub work excluding supply items (All types of Pipes, Valves & specials) shall be retained till Satisfactory hydraulic testing is given as per Tender Specifications. |
| 136 | Subwork No. 7 - Designing & constructing 2.00 Lakh Lit. capacity R. C. C.E. S. R. 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 Cum & not more than 6 m c/c for E.S.R. having capacity above 500 Cum including excavation in all types of strata, foundation concrete, 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. providing and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railing outside, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer- in- charge. Notes: 1. The design of the structure be in accordance with relevent (I.S.3370 - 1965 or revised) 2. The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks. 3. For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory. 4. The entire structure shall be in M 300 mix only. 5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming 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 gound level. 7. These rates include providing, M.S. ladder for E.S.R"s upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity. 8. Stagging shall have to be designed with stresses of M-250 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 struck at shallow depth extra provision of dewatering shall be made as per site condition. 10. All condition 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 reinforced cocnrete 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 by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials up to 5.0 M beyond outer face of outer most column. 13. For ESR upto 500 cum capacity C .I. Double Flanged pipes up to 300 mm dia shall be provided and C. I. Specials shall be used.For ESR above 500 cum capacity C.I./M.S. pipes assembly with minimum 8 mm thickness up to 500 mm dia. and minimum 10 mm thickness above 500 mm dia. can be used with proper anti-corrosive epoxy teratment from inside and outside. 14.Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( SBC) is 5 M.T. per Sq.m and by 5% where SBC is more than 5 MT/Sqm. and up to 10 MT/Sq.m. This percentage of 5% or 7.5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR Item. 15. The rates shall be increase by 30% for brearing 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 foundation 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. Theserates are applicable for staging height of 12 M These rates shall be increased or decreased for per metre variation in the staging height as below 12 to 16 M staging2% per metre 16 to 20m staging 3% per metre 20 M and above 4% per metre 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 (Acting) (Acting) (Acting) 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 C.S.R.) Note:- 1) Conditin from Sr.No.1 to 11 shall form a part and parcel of the tender papers and shall be included in the DTP for works of R.C.C.E.S.R. 2) Condition from Sr.No.12 to 17 are for estimation purpose only and shall not be appear in the tender. 200000 litres capacity with 12.00 m Staging height. |
| 137 | Item No 2 - 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) 200 mm DIDF Pipe |
| 138 | 250 mm DIDF Pipe |
| 139 | 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 up to departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Without Byepass Arrangement (PN - 1.0) 100 mm dia. Sluice valve PN-1 |
| 140 | 200 mm dia. Sluice valve PN-1 |
| 141 | 250 mm dia. Sluice valve PN-1 |
| 142 | Item No 4 - Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523. For all types of specials, bends tees etc. D/F Specials of all diameters |
| 143 | Subwork No. 8 - DISTRIBUTION SYSTEM Item No 1 - Providing & Supply ofElectro Fusion Fittings in accordance with BS EN12201;Part-3 suitable for drinking water with in black/ blue colour manufactured fromcompounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transportation up to site, transit insurance loading, unloading, stacking etc. complete. MDPE Specials For 315 mm dia. HDPE Pipeline Specials. 1) 315 mm Elbow 900 |
| 144 | 2) Reducer 315 x 250 |
| 145 | For 250 mm dia. HDPE Pipeline Specials. 1) 250 mm Elbow 900 |
| 146 | 2) Reducer 250 x 200 |
| 147 | For 225 mm dia. HDPE Pipeline Specials. A-1) 225 mm Elbow 900 |
| 148 | A-2) Reducing Tee 200 x 200 x 160 |
| 149 | A- 3) Reducer 225 x 160 |
| 150 | For 200 mm dia. HDPE Pipeline Specials. B-1) 200 mm Elbow 900 |
| 151 | B-2) Reducer 200 x 110 |
| 152 | For 180 mm dia. HDPE Pipeline Specials. C-1) 180 mm Elbow 900 |
| 153 | C-2) Reducing Tee 180 x 180 x 160 |
| 154 | C-3) Reducer 180 x 125 |
| 155 | For 160 mm dia. HDPE Pipeline Specials. D-1) 160 mm Elbow 900 |
| 156 | D-2) Reducing Tee 160 x 160 x 110 |
| 157 | D-3) Reducer 160 x 90 |
| 158 | For 140 mm dia. HDPE Pipeline Specials. E-1) 140 mm Elbow 900 |
| 159 | E-2) Reducing Tee 125 x 125 x 90 |
| 160 | E-3) Equal Tee 140 |
| 161 | E-4) Couplers 140 |
| 162 | E-5) Reducer 125 x 90 |
| 163 | For 125 mm dia. HDPE Pipeline Specials. F-1) 125 mm Elbow 900 |
| 164 | F-2) 125 mm Elbow 450 |
| 165 | F-3) Reducing Tee 125 x 125 x 75 |
| 166 | F-4) Equal Tee 125 |
| 167 | F-5) Couplers 125 |
| 168 | F-6) Reducer 125 x 90 |
| 169 | For 110 mm dia. HDPE Pipeline Specials. G-1) 110 mm Elbow 900 |
| 170 | G-2) 110 mm Elbow 450 |
| 171 | G-3) Reducing Tee 110 x 110 x 90 |
| 172 | G-4) Equal Tee 110 |
| 173 | G-5) Couplers 110 |
| 174 | G-6) Reducer 110 x 90 |
| 175 | For 90 mm dia. HDPE Pipeline Specials. H-1) 90 mm Elbow 900 |
| 176 | H-2) 90 mm Elbow 450 |
| 177 | H-3) Reducing Tee 90 x 90 x 75 |
| 178 | H-4) Equal Tee 90 |
| 179 | H-5) Couplers 90 |
| 180 | H-6) Reducer 90 x 75 |
| 181 | For 75 mm dia. HDPE Pipeline Specials. I-1) 75 mm Elbow 900 |
| 182 | I-2) 75 mm Elbow 450 |
| 183 | I-3) Couplers 75 |
| 184 | I-4) Reducer 75 x 63 |
| 185 | For 63 mm dia. HDPE Pipeline Specials. I-1) 63 mm Elbow 900 |
| 186 | I-2) 63 mm Elbow 450 |
| 187 | I-3) Couplers 63 |
| 188 | I-4) End Cap 63 |
| 189 | Item No 2 - Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/site, unloading and stacking etc. complete as per IS-458/1988 Note : One collar should be supplied with each full lengthplain ended RCC pipe, cost including in ratesbelow. One rubber ring should be supplied with eachfull length of socketed pipe, cost included in rates below. Note:- Payment proposed(1) Against supply- 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% 300 mm Dia. RCC NP III Pipe Collar Joint |
| 190 | 250 mm Dia. RCC NP III Pipe Collar Joint |
| 191 | 200 mm Dia. RCC NP III Pipe Collar Joint |
| 192 | Item No 3 - Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps taxes transportation levied by GOI & GOM in all respect etc.complete Without by pass arrangement - PN -1 Note:- Payment proposed(1) Against supply- 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% A) Sluice valve PN-1.0 (without by pass arrangement) 65 mm dia |
| 193 | 80 mm dia |
| 194 | 100mm dia |
| 195 | 125 mm dia |
| 196 | 150 mm dia |
| 197 | 200 mm dia |
| 198 | 250 mm dia |
| 199 | 300 mm dia |
| 200 | Item No 4 -Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, hard murum and boulders, W.B.M. road, soft rock and old cement and lime masonry foundation asphalt road,hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blastingincludingremoving the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 201 | Item No 5 - Filling in plinth and floors murum bedding in trenches with approved murumb from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 202 | Item No 6 - 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 Engineer-in-charge (For all class of pipes.) as per IS-783-1985.250 mm Dia. RCC NP III Pipe With Collar Joint Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% 250mm Dia. RCC NP III Pipe |
| 203 | Item No 7 - Lowering laying and jointing HDPE/MDPE pipes in proper posision including all special by Compressing fitting / Electrofusion and but fusion jointing procedure including hydraulic testing as per relevant IS code complete with all material for jointing procedure like Electrofusion machine. Electro mirror/heater /But fusion welding machine with hydraulic jack, top laoding clamp etc pump and accessories for hydraulic testing and all labours as directe by engineer in charge as per IS-7634 Part II. Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% 63 mm dia |
| 204 | 75 mm dia |
| 205 | 90 mm dia |
| 206 | 110 mm dia |
| 207 | 125 mm dia |
| 208 | 140 mm dia |
| 209 | 160 mm dia |
| 210 | 180 mm dia |
| 211 | 200 mm dia |
| 212 | 225 mm dia |
| 213 | 250 mm dia |
| 214 | 280mm dia |
| 215 | 315 mm dia |
| 216 | Item No 8 - 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. etc complete 63 mm dia |
| 217 | 75 mm dia |
| 218 | 90 mm dia |
| 219 | 110 mm dia |
| 220 | 125 mm dia |
| 221 | 140 mm dia |
| 222 | 160 mm dia |
| 223 | 180 mm dia |
| 224 | 200 mm dia |
| 225 | 225 mm dia |
| 226 | 250 mm dia |
| 227 | 280mm dia |
| 228 | 315 mm dia |
| 229 | Item No 9 - 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) PCC - M-150 |
| 230 | Item No 10 - 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. Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% 65 mm dia |
| 231 | 80 mm dia |
| 232 | 100 mm dia |
| 233 | 125 mm dia |
| 234 | 150 mm dia |
| 235 | 200 mm dia |
| 236 | Item No 11 - 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) |
| 237 | Item No 12 - 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. Note :- 10% cost of items included in pipeline sub work excluding supply items (All types of Pipes, Valves & specials) shall be retained till Satisfactory hydraulic testing is given as per Tender Specifications. |
| 238 | Subwork No. 9 - TRIAL RUN AND MAINTENANCE OF SCHEME Item No 1 - Commissioning, running and maintaing the scheme to its rated capacity, including providing necessary personnel such as operator, valveman,labour etc as per requirement of the scheme for a period of 1 Monthtogether with training to theLocal Body maintenance staff and handing over the scheme to local Body after completion of the above period as directed by Engineer-in-charge. Note:- Required chemicals will be supplied by local body free of cost and electricity bills,raw water charges will aslo be paid by the local body. For Single Village with WTP |
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